LTPP Data Analysis: Influence of Design and Construction Features on the Response and Performance of New Flexible and Rigid Pavements (2005) / Chapter Skim
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From page 566... ...
APPENDIX A5 Data Analysis for SPS-1 experiment (Standard deviate summary tables for various performance measuresLevel A & Level B)
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A5-2 Table A5- 1 Standard deviate summary - Fatigue Cracking By subgrade and zone By subgrade By climatic zone WF WNF DF DNF Design Factors Comparison Overall Fine Coarse WF WNF DF DNF F C F C F C F C 4" 0.21 0.17 0.24 0.02 0.38 0.33 0.25 0.02 0.01 0.28 0.44 0.33 0.32 0.19 HMA thickness 7" -0.20 -0.15 -0.24 -0.02 -0.38 -0.33 -0.25 -0.02 -0.01 -0.28 -0.44 -0.33 -0.32 -0.19 8" 0.05 0.07 0.03 0.02 0.20 0.18 -0.38 0.17 -0.11 0.11 0.26 0.18 -0.25 -0.51 12" 0.07 0.16 0.01 0.22 -0.11 -0.23 0.34 0.19 0.26 -0.01 -0.18 -0.23 0.40 0.28 Overall 16" -0.28 -0.53 -0.10 -0.57 -0.21 0.14 0.09 -0.74 -0.37 -0.23 -0.20 0.14 -0.37 0.56 8" 0.10 0.46 -0.17 0.23 0.00 0.18 0.07 0.47 -0.32 0.40 -0.26 0.18 0.58 -0.45 ND 12" 0.21 0.31 0.12 0.10 0.31 0.61 -0.25 0.25 -0.31 0.33 0.29 0.61 0.41 -0.91 8" -0.03 -0.23 0.13 -0.18 0.02 -0.08 0.14 -0.11 -0.36 -0.44 0.33 -0.08 -0.14 0.42 12" -0.20 -0.45 0.02 0.01 -0.23 -0.70 -0.04 -0.46 1.41 -0.33 -0.16 -0.70 -0.67 0.59 Base thickness D 16" -0.22 -0.39 -0.07 -0.27 -0.26 -0.40 0.19 -0.33 -0.10 -0.34 -0.21 -0.40 -0.67 1.05 DGAB 0.37 0.45 0.32 0.47 0.32 0.33 0.28 0.47 0.47 0.43 0.24 0.33 0.42 0.13 ATB -0.30 -0.36 -0.25 -0.34 -0.33 -0.22 -0.15 -0.35 -0.32 -0.42 -0.28 -0.22 -0.27 -0.02 Overall ATB/DGAB -0.12 -0.03 -0.18 -0.13 0.04 -0.28 -0.32 0.10 -0.36 -0.04 0.10 -0.28 -0.37 -0.28 DGAB 0.51 1.17 0.04 0.69 0.14 1.12 0.56 1.20 -0.33 0.82 -0.31 1.12 1.82 -0.69 ND ATB -0.07 -0.02 -0.12 -0.31 0.30 0.22 -0.81 -0.28 -0.40 0.57 0.11 0.22 -0.43 -1.20 ATB/DGAB 0.05 0.11 0.00 0.25 0.03 -0.15 -0.03 0.43 -0.21 -0.28 0.23 -0.15 0.10 -0.17 DGAB -0.12 -0.24 -0.02 -0.15 -0.19 -0.25 0.27 -0.14 -0.18 -0.33 -0.10 -0.25 -0.32 0.85 Base type D ATB -0.19 -0.48 0.07 -0.15 -0.12 -0.54 -0.08 -0.46 0.81 -0.40 0.07 -0.54 -0.67 0.51 ND 0.11 0.21 0.05 0.23 -0.02 -0.07 0.27 0.31 0.16 0.03 -0.05 -0.07 0.30 0.25 Overall D -0.11 -0.21 -0.05 -0.23 0.02 0.07 -0.27 -0.31 -0.16 -0.03 0.05 0.07 -0.30 -0.25 ND 0.68 1.22 0.38 1.16 0.42 -0.01 0.84 1.56 0.90 0.81 0.16 -0.01 1.38 0.30 DGAB D 0.17 -0.01 0.28 0.06 0.25 0.56 -0.10 -0.07 0.18 0.18 0.29 0.56 -0.22 0.02 ND -0.17 -0.30 -0.06 -0.12 -0.52 0.08 0.30 -0.17 -0.06 -0.67 -0.41 0.08 -0.12 0.71 Drainage ATB D -0.39 -0.40 -0.38 -0.50 -0.21 -0.42 -0.44 -0.50 -0.50 -0.24 -0.18 -0.42 -0.37 -0.52
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A5-3 Table A5- 2 Standard deviate summary - Structural Rutting By subgrade and zone By subgrade By climatic zone WF WNF DF DNF Design Factors Comparison Overall Fine Coarse WF WNF DF DNF F C F C F C F C 4" 0.06 -0.13 0.23 -0.06 0.09 0.60 -0.51 -0.14 0.00 0.00 0.21 0.60 -0.51 HMA thickness 7" -0.06 0.13 -0.23 0.06 -0.08 -0.60 0.51 0.14 0.00 0.00 -0.21 -0.60 0.51 8" 0.13 0.07 0.19 0.06 0.29 0.00 0.01 0.23 -0.06 -0.04 0.76 0.00 0.01 12" -0.04 -0.01 -0.07 0.06 -0.04 -0.23 -0.26 -0.19 0.28 0.23 -0.45 -0.23 -0.26 Overall 16" -0.21 -0.12 -0.29 -0.29 -0.59 0.58 0.62 -0.01 -0.57 -0.48 -0.76 0.58 0.62 8" 0.38 0.39 0.36 0.15 0.82 -0.02 0.15 0.30 0.04 0.55 1.23 -0.02 0.15 ND 12" -0.08 -0.12 -0.05 0.18 -0.10 -0.70 -0.16 -0.62 0.80 0.28 -0.67 -0.70 -0.16 8" -0.21 -0.38 -0.07 -0.23 -0.29 0.02 -0.20 -0.27 -0.20 -0.52 0.05 0.02 -0.20 12" -0.13 -0.15 -0.11 -0.21 -0.23 0.48 -0.41 0.12 -0.50 -0.29 -0.13 0.48 -0.41 Base thickness D 16" -0.23 -0.17 -0.29 -0.37 -0.57 0.58 0.62 -0.17 -0.57 -0.44 -0.76 0.58 0.62 DGAB -0.05 0.11 -0.18 0.11 -0.35 0.16 0.21 0.76 -0.32 -0.39 -0.30 0.16 0.21 ATB -0.08 -0.21 0.04 -0.16 0.00 -0.17 0.17 -0.45 0.11 -0.10 0.15 -0.17 0.17 Overall ATB/DGAB 0.30 0.27 0.34 0.15 0.85 0.03 -0.95 -0.22 0.52 1.17 0.37 0.03 -0.95 DGAB 0.10 0.43 -0.14 0.13 0.30 -0.43 -0.02 0.52 0.00 0.54 -0.05 -0.43 -0.02 ND ATB 0.14 0.01 0.27 0.24 0.19 -0.67 0.95 -0.27 0.75 -0.03 0.51 -0.67 0.95 ATB/DGAB 0.20 0.06 0.34 0.12 0.59 0.03 -0.95 -0.28 0.52 0.73 0.37 0.03 -0.95 DGAB -0.10 0.02 -0.20 -0.03 -0.52 0.55 0.36 0.61 -0.53 -0.55 -0.46 0.55 0.36 Base type D ATB -0.28 -0.46 -0.11 -0.50 -0.20 0.17 -0.35 -0.72 -0.31 -0.28 -0.09 0.17 -0.35 ND 0.17 0.18 0.16 0.20 0.39 -0.36 0.00 -0.09 0.42 0.46 0.28 -0.36 0.00 Overall D -0.16 -0.17 -0.16 -0.19 -0.37 0.36 0.00 0.08 -0.42 -0.44 -0.28 0.36 0.00 ND 0.22 0.63 -0.14 0.44 0.30 -0.43 -0.02 1.09 0.00 0.54 -0.05 -0.43 -0.02 DGAB D -0.08 0.04 -0.20 -0.01 -0.52 0.55 0.36 0.58 -0.53 -0.55 -0.46 0.55 0.36 ND 0.14 0.01 0.27 0.24 0.19 -0.67 0.95 -0.27 0.75 -0.03 0.51 -0.67 0.95 Drainage ATB D -0.28 -0.46 -0.11 -0.50 -0.20 0.17 -0.35 -0.72 -0.31 -0.28 -0.09 0.17 -0.35
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A5-4 Table A5- 3 Standard deviate summary - Change in IRI By subgrade and zone By subgrade By climatic zone WF WNF DF DNF Design Factors Comparison Overall Fine Coarse WF WNF DF DNF F C F C F C F C 4" 0.13 0.26 0.02 0.06 0.15 0.41 0.09 0.19 -0.14 0.28 0.07 0.41 0.57 -0.39 HMA thickness 7" -0.13 -0.26 -0.02 -0.06 -0.15 -0.41 -0.09 -0.19 0.14 -0.28 -0.07 -0.41 -0.57 0.39 8" 0.25 0.24 0.25 0.27 0.39 -0.04 0.10 0.16 0.43 0.42 0.36 -0.04 0.27 -0.06 12" -0.14 -0.12 -0.17 -0.09 -0.26 0.10 -0.31 0.02 -0.26 -0.35 -0.20 0.10 -0.31 -0.32 Overall 16" -0.24 -0.28 -0.21 -0.41 -0.32 -0.15 0.52 -0.40 -0.43 -0.17 -0.42 -0.15 0.09 0.94 8" 0.42 0.50 0.35 0.49 0.50 -0.08 0.46 0.54 0.41 0.32 0.61 -0.08 0.65 0.27 ND 12" -0.05 0.01 -0.10 -0.05 -0.15 0.04 0.11 0.14 -0.34 -0.38 0.01 0.04 0.19 0.02 8" -0.02 -0.17 0.10 -0.10 0.22 0.03 -0.43 -0.52 0.46 0.57 0.00 0.03 -0.29 -0.56 12" -0.28 -0.29 -0.26 -0.13 -0.43 0.18 -0.94 -0.13 -0.13 -0.32 -0.50 0.18 -1.06 -0.82 Base thickness D 16" -0.24 -0.28 -0.21 -0.41 -0.32 -0.15 0.52 -0.40 -0.43 -0.17 -0.42 -0.15 0.09 0.94 DGAB 0.17 0.29 0.06 0.21 0.10 0.43 -0.10 0.28 0.11 0.43 -0.12 0.43 0.08 -0.28 ATB -0.22 -0.27 -0.17 -0.24 -0.21 -0.34 -0.01 -0.30 -0.15 -0.30 -0.15 -0.34 -0.06 0.04 Overall ATB/DGAB 0.13 -0.02 0.27 0.10 0.26 -0.23 0.28 0.11 0.09 -0.34 0.66 -0.23 -0.05 0.61 DGAB 0.55 0.88 0.29 0.64 0.41 0.78 0.32 1.10 0.03 0.51 0.35 0.78 0.75 -0.11 ND ATB -0.10 -0.02 -0.18 -0.03 -0.15 -0.61 0.24 -0.04 -0.02 -0.25 -0.08 -0.61 0.55 -0.07 ATB/DGAB 0.13 -0.02 0.27 0.10 0.26 -0.23 0.28 0.11 0.09 -0.34 0.66 -0.23 -0.05 0.61 DGAB -0.07 -0.06 -0.08 -0.05 -0.10 0.21 -0.39 -0.19 0.17 0.38 -0.43 0.21 -0.37 -0.40 Base type D ATB -0.29 -0.44 -0.17 -0.39 -0.24 -0.16 -0.18 -0.49 -0.24 -0.32 -0.19 -0.16 -0.47 0.11 ND 0.18 0.25 0.13 0.22 0.17 -0.02 0.28 0.34 0.03 -0.03 0.31 -0.02 0.42 0.15 Overall D -0.18 -0.25 -0.13 -0.22 -0.17 0.02 -0.28 -0.34 -0.03 0.03 -0.31 0.02 -0.42 -0.15 ND 0.55 0.88 0.29 0.64 0.41 0.78 0.32 1.10 0.03 0.51 0.35 0.78 0.75 -0.11 DGAB D -0.07 -0.06 -0.08 -0.05 -0.10 0.21 -0.39 -0.19 0.17 0.38 -0.43 0.21 -0.37 -0.40 ND -0.10 -0.02 -0.18 -0.03 -0.15 -0.61 0.24 -0.04 -0.02 -0.25 -0.08 -0.61 0.55 -0.07 Drainage ATB D -0.29 -0.44 -0.17 -0.39 -0.24 -0.16 -0.18 -0.49 -0.24 -0.32 -0.19 -0.16 -0.47 0.11
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A5-5 Table A5- 4 Standard deviate summary – Transverse Cracking By subgrade and zone By subgrade By climatic zone WF WNF DF DNF Design Factors Comparison Overall Fine Coarse WF WNF DF DNF F C F C F C F C 4" 0.14 0.19 0.11 -0.09 -0.09 -0.31 0.25 -0.06 -0.15 0.27 0.02 0.21 0.29 0.37 HMA thickness 7" -0.14 -0.19 -0.11 0.09 0.09 0.31 -0.25 0.06 0.15 -0.27 -0.02 -0.21 -0.29 -0.37 8" 0.13 0.04 0.18 -0.07 0.42 -0.03 -0.11 -0.42 0.29 0.43 0.40 -0.03 -0.29 0.06 12" -0.08 0.13 -0.22 0.29 -0.30 -0.21 0.12 0.70 -0.12 -0.30 -0.31 -0.21 0.40 -0.17 Overall 16" -0.11 -0.41 0.09 -0.56 -0.29 0.59 -0.01 -0.70 -0.41 -0.33 -0.24 0.59 -0.29 0.26 8" 0.18 0.24 0.15 0.16 0.00 0.91 -0.02 0.37 -0.05 0.10 -0.06 0.91 0.14 -0.18 ND 12" 0.05 0.12 0.00 0.23 -0.21 -0.21 0.39 0.10 0.37 0.15 -0.46 -0.21 0.08 0.71 8" -0.07 -0.31 0.08 -0.40 0.35 -0.44 0.14 -0.70 -0.15 -0.47 0.90 -0.44 0.97 -0.68 12" 0.00 0.04 -0.03 0.01 0.15 -0.37 -0.05 0.17 -0.22 0.11 0.18 -0.37 -0.65 0.56 Base thickness D 16" -0.26 -0.26 -0.27 -0.21 -0.18 -0.25 -0.66 -0.28 -0.12 -0.02 -0.29 -0.25 -0.65 -0.67 DGAB 0.29 0.14 0.39 0.30 -0.07 0.62 0.66 -0.10 0.69 0.12 -0.27 0.62 0.40 0.92 ATB -0.30 -0.27 -0.32 -0.34 -0.14 -0.44 -0.46 -0.16 -0.52 -0.32 0.04 -0.44 -0.29 -0.64 Overall ATB/DGAB 0.04 0.33 -0.15 0.10 0.53 -0.45 -0.50 0.64 -0.44 0.49 0.56 -0.45 -0.29 -0.71 DGAB 0.30 0.59 0.14 0.24 0.13 0.11 1.08 0.58 0.00 0.49 -0.11 0.11 0.80 1.37 ND ATB 0.02 0.17 -0.09 0.14 -0.35 0.61 -0.03 0.23 0.01 0.22 -0.73 0.61 -0.17 0.11 ATB/DGAB 0.04 -0.14 0.18 0.23 -0.10 0.33 -0.49 0.02 0.47 -0.34 0.06 0.33 -0.30 -0.68 DGAB 0.00 -0.02 0.02 -0.15 0.20 -0.25 0.24 -0.17 -0.12 0.01 0.33 -0.25 0.43 0.04 Base type D ATB -0.23 -0.31 -0.17 -0.22 0.01 -0.46 -0.61 -0.24 -0.20 -0.27 0.19 -0.46 -0.65 -0.58 ND 0.15 0.39 -0.01 0.20 0.29 -0.16 0.13 0.69 -0.30 0.29 0.28 -0.16 0.29 -0.03 Overall D -0.15 -0.39 0.01 -0.20 -0.29 0.16 -0.13 -0.69 0.30 -0.29 -0.28 0.16 -0.29 0.03 ND 0.53 0.97 0.23 0.47 0.22 0.35 1.36 0.98 -0.04 0.72 -0.27 0.35 1.44 1.27 DGAB D 0.13 -0.42 0.49 0.18 -0.27 0.79 0.20 -0.82 1.19 -0.28 -0.26 0.79 -0.29 0.68 ND -0.12 -0.12 -0.12 0.03 0.12 -0.38 -0.48 0.47 -0.41 -0.33 0.57 -0.38 -0.29 -0.67 Drainage ATB D -0.42 -0.37 -0.46 -0.58 -0.31 -0.47 -0.45 -0.57 -0.59 -0.31 -0.31 -0.47 -0.29 -0.62
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A5-6 Table A5- 5 Standard deviate summary – Longitudinal Cracking (WP) By subgrade and zone By subgrade By climatic zone WF WNF DF DNF Design Factors Comparison Overall Fine Coarse WF WNF DF DNF F C F C F C F C 4" 0.01 0.10 -0.05 0.03 0.07 -0.31 0.16 0.14 -0.26 -0.07 0.17 -0.31 0.33 0.00 HMA thickness 7" -0.01 -0.09 0.05 -0.03 -0.07 0.31 -0.16 -0.13 0.26 0.07 -0.17 0.31 -0.33 0.00 8" 0.05 0.18 -0.05 0.06 0.01 0.08 0.10 0.23 -0.34 0.07 -0.03 0.08 0.30 -0.11 12" 0.04 -0.01 0.08 0.06 0.09 0.09 -0.17 -0.05 0.37 0.07 0.11 0.09 -0.03 -0.31 Overall 16" -0.22 -0.39 -0.07 -0.27 -0.26 -0.40 0.19 -0.33 -0.10 -0.34 -0.21 -0.40 -0.67 1.05 8" 0.10 0.46 -0.17 0.23 0.00 0.18 0.07 0.47 -0.32 0.40 -0.26 0.18 0.58 -0.45 ND 12" 0.21 0.31 0.12 0.10 0.31 0.61 -0.25 0.25 -0.31 0.33 0.29 0.61 0.41 -0.91 8" -0.03 -0.23 0.13 -0.18 0.02 -0.08 0.14 -0.11 -0.36 -0.44 0.33 -0.08 -0.14 0.42 12" -0.20 -0.45 0.02 0.01 -0.23 -0.70 -0.04 -0.46 1.41 -0.33 -0.16 -0.70 -0.67 0.59 Base thickness D 16" -0.22 -0.39 -0.07 -0.27 -0.26 -0.40 0.19 -0.33 -0.10 -0.34 -0.21 -0.40 -0.67 1.05 DGAB 0.13 0.28 0.01 0.15 -0.06 0.30 0.39 0.31 -0.24 0.13 -0.18 0.30 0.54 0.24 ATB -0.14 -0.30 -0.01 -0.21 0.05 -0.24 -0.37 -0.39 0.32 -0.01 0.09 -0.24 -0.58 -0.17 Overall ATB/DGAB 0.05 0.11 0.00 0.25 0.03 -0.15 -0.03 0.43 -0.21 -0.28 0.23 -0.15 0.10 -0.17 DGAB 0.51 1.17 0.04 0.69 0.14 1.12 0.56 1.20 -0.33 0.82 -0.31 1.12 1.82 -0.69 ND ATB -0.07 -0.02 -0.12 -0.31 0.30 0.22 -0.81 -0.28 -0.40 0.57 0.11 0.22 -0.43 -1.20 ATB/DGAB 0.05 0.11 0.00 0.25 0.03 -0.15 -0.03 0.43 -0.21 -0.28 0.23 -0.15 0.10 -0.17 DGAB -0.12 -0.24 -0.02 -0.15 -0.19 -0.25 0.27 -0.14 -0.18 -0.33 -0.10 -0.25 -0.32 0.85 Base type D ATB -0.19 -0.48 0.07 -0.15 -0.12 -0.54 -0.08 -0.46 0.81 -0.40 0.07 -0.54 -0.67 0.51 ND 0.15 0.38 -0.02 0.16 0.15 0.39 -0.09 0.35 -0.31 0.37 0.01 0.39 0.50 -0.68 Overall D -0.15 -0.36 0.02 -0.15 -0.15 -0.39 0.09 -0.31 0.31 -0.37 -0.01 -0.39 -0.50 0.68 ND 0.51 1.17 0.04 0.69 0.14 1.12 0.56 1.20 -0.33 0.82 -0.31 1.12 1.82 -0.69 DGAB D -0.12 -0.24 -0.02 -0.15 -0.19 -0.25 0.27 -0.14 -0.18 -0.33 -0.10 -0.25 -0.32 0.85 ND -0.07 -0.02 -0.12 -0.31 0.30 0.22 -0.81 -0.28 -0.40 0.57 0.11 0.22 -0.43 -1.20 Drainage ATB D -0.19 -0.48 0.07 -0.15 -0.12 -0.54 -0.08 -0.46 0.81 -0.40 0.07 -0.54 -0.67 0.51
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A5-7 Table A5- 6 Standard deviate summary - Longitudinal Cracking (NWP) By subgrade and zone By subgrade By climatic zone WF WNF DF DNF Design Factors Comparison Overall Fine Coarse WF WNF DF DNF F C F C F C F C 4" -0.07 -0.08 -0.07 -0.09 -0.09 -0.31 0.25 -0.19 0.01 -0.15 -0.04 -0.31 0.43 0.06 HMA thickness 7" 0.07 0.07 0.07 0.09 0.09 0.31 -0.25 0.17 -0.01 0.15 0.04 0.31 -0.43 -0.06 8" 0.08 0.03 0.12 -0.05 0.14 0.37 0.05 -0.01 -0.09 -0.13 0.32 0.37 0.47 -0.38 12" 0.03 0.08 -0.01 0.14 -0.07 -0.27 0.22 0.13 0.14 0.14 -0.20 -0.27 -0.21 0.65 Overall 16" -0.26 -0.26 -0.27 -0.21 -0.18 -0.25 -0.66 -0.28 -0.12 -0.02 -0.29 -0.25 -0.65 -0.67 8" 0.18 0.24 0.15 0.16 0.00 0.91 -0.02 0.37 -0.05 0.10 -0.06 0.91 0.14 -0.18 ND 12" 0.05 0.12 0.00 0.23 -0.21 -0.21 0.39 0.10 0.37 0.15 -0.46 -0.21 0.08 0.71 8" -0.07 -0.31 0.08 -0.40 0.35 -0.44 0.14 -0.70 -0.15 -0.47 0.90 -0.44 0.97 -0.68 12" 0.00 0.04 -0.03 0.01 0.15 -0.37 -0.05 0.17 -0.22 0.11 0.18 -0.37 -0.65 0.56 Base thickness D 16" -0.26 -0.26 -0.27 -0.21 -0.18 -0.25 -0.66 -0.28 -0.12 -0.02 -0.29 -0.25 -0.65 -0.67 DGAB 0.12 0.19 0.07 -0.02 0.17 -0.10 0.58 0.05 -0.07 0.21 0.15 -0.10 0.58 0.57 ATB -0.13 -0.11 -0.14 -0.08 -0.13 -0.03 -0.38 -0.04 -0.12 -0.07 -0.18 -0.03 -0.46 -0.30 Overall ATB/DGAB 0.04 -0.14 0.18 0.23 -0.10 0.33 -0.49 0.02 0.47 -0.34 0.06 0.33 -0.30 -0.68 DGAB 0.30 0.59 0.14 0.24 0.13 0.11 1.08 0.58 0.00 0.49 -0.11 0.11 0.80 1.37 ND ATB 0.02 0.17 -0.09 0.14 -0.35 0.61 -0.03 0.23 0.01 0.22 -0.73 0.61 -0.17 0.11 ATB/DGAB 0.04 -0.14 0.18 0.23 -0.10 0.33 -0.49 0.02 0.47 -0.34 0.06 0.33 -0.30 -0.68 DGAB 0.00 -0.02 0.02 -0.15 0.20 -0.25 0.24 -0.17 -0.12 0.01 0.33 -0.25 0.43 0.04 Base type D ATB -0.23 -0.31 -0.17 -0.22 0.01 -0.46 -0.61 -0.24 -0.20 -0.27 0.19 -0.46 -0.65 -0.58 ND 0.12 0.18 0.08 0.20 -0.11 0.35 0.19 0.23 0.16 0.13 -0.26 0.35 0.11 0.27 Overall D -0.11 -0.17 -0.08 -0.19 0.11 -0.35 -0.19 -0.21 -0.16 -0.13 0.26 -0.35 -0.11 -0.27 ND 0.30 0.59 0.14 0.24 0.13 0.11 1.08 0.58 0.00 0.49 -0.11 0.11 0.80 1.37 DGAB D 0.00 -0.02 0.02 -0.15 0.20 -0.25 0.24 -0.17 -0.12 0.01 0.33 -0.25 0.43 0.04 ND 0.02 0.17 -0.09 0.14 -0.35 0.61 -0.03 0.23 0.01 0.22 -0.73 0.61 -0.17 0.11 Drainage ATB D -0.23 -0.31 -0.17 -0.22 0.01 -0.46 -0.61 -0.24 -0.20 -0.27 0.19 -0.46 -0.65 -0.58
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A5-8 Table A5- 7 Effect of HMA surface thickness on Fatigue cracking- Level B Drainage Base Type Base Thickness HMA thickness Std. deviate Mean Std.
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From page 574... ...
A5-9 Table A5- 8 Effect of base type on Fatigue cracking- Level B Drainage Base Thickness HMA thickness Base Type Std. deviate Mean Std.
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From page 575... ...
A5-10 Table A5- 9 Effect of base thickness on Fatigue cracking- Level B Drainage Base Type HMA thickness Base Thickness Std. deviate Mean Std.
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From page 576... ...
A5-11 Table A5- 10 Effect of drainage on Fatigue cracking- Level B Base Type Base Thickness HMA thickness Drainage Mean Std. Deviation N P-value ND 31.45 61.49 8 4 D 9.11 11.16 6 0.430 ND 9.44 12.11 6 8 7 D 21.83 46.15 8 0.493 ND 31.99 39.73 6 4 D 27.15 37.24 8 0.934 ND 9.63 9.09 8 12 7 D 16.10 26.14 7 0.782 ND 4 D 16.78 26.49 8 ND DGAB 16 7 D 11.96 28.08 7 ND 7.39 9.53 7 4 D 11.40 26.79 8 0.039 ND 7.68 12.40 9 8 7 D 9.65 19.65 7 0.846 ND 5.23 5.81 9 4 D 13.11 23.80 7 0.500 ND 5.30 7.94 7 12 7 D 3.00 5.31 8 0.883 ND 4 D 3.24 4.40 7 ND ATB 16 7 D 3.53 4.24 9 ND 18.25 38.16 6 4 D ND 7.09 11.75 9 8 7 D ND 3.15 4.93 8 4 D ND 9.27 10.40 7 ATB/DGAB 12 7 D
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From page 577... ...
A5-12 Table A5- 11 Effect of HMA surface thickness on longitudinal cracking-WP- Level B Drainage Base Type Base Thickness HMA thickness Std. deviate Mean Std.
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From page 578... ...
A5-13 Table A5- 12 Effect of base type on longitudinal cracking-WP- Level B Drainage Base Thickness HMA thickness Base Type Std. deviate Mean Std.
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From page 579... ...
A5-14 Table A5- 13 Effect of base thickness on longitudinal cracking-WP- Level B Drainage Base Type HMA thickness Base Thickness Std. deviate Mean Std.
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From page 580... ...
A5-15 Table A5- 14 Effect of drainage on longitudinal cracking-WP- Level B Base Type Base Thickness HMA thickness Drainage Mean Std. Deviation N P-value ND 24.31 37.64 74 D 8.54 9.26 5 0.497 ND 8.87 9.80 5 8 7 D 12.31 31.68 7 0.162 ND 26.52 37.85 54 D 10.11 26.37 7 0.469 ND 8.25 14.83 7 12 7 D 16.95 33.98 6 0.447 ND 4 D 17.11 43.43 7 ND DGAB 16 7 D 20.01 42.93 6 ND 18.71 33.09 64 D 11.58 26.52 7 0.106 ND 8.60 21.71 7 8 7 D 18.82 36.58 6 0.761 ND 1.38 3.49 74 D 7.89 15.68 6 0.389 ND 15.85 16.56 6 12 7 D 17.58 35.77 7 0.868 ND 4 D 9.73 19.80 6 ND ATB 16 7 D 11.12 28.12 7 ND 16.40 25.56 54 D ND 8.76 17.44 7 8 7 D ND 16.12 28.80 74 D ND 27.17 54.56 6 ATB/DGAB 12 7 D
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From page 581... ...
A5-16 Table A5- 15 Effect of HMA surface thickness on longitudinal cracking-NWP- Level B Drainage Base Type Base Thickness HMA thickness Std. deviate Mean Std.
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From page 582... ...
A5-17 Table A5- 16 Effect of base type on longitudinal cracking-NWP- Level B Drainage Base Thickness HMA thickness Base Type Std. deviate Mean Std.
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From page 583... ...
A5-18 Table A5- 17 Effect of base thickness on longitudinal cracking-NWP- Level B Drainage Base Type HMA thickness Base Thickness Std. deviate Mean Std.
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From page 584... ...
A5-19 Table A5- 18 Effect of drainage on longitudinal cracking-NWP- Level B Base Type Base Thickness HMA thickness Drainage Mean Std. Deviation N P-value ND 59.14 76.31 8 4 D 20.48 41.49 6 0.859 ND 30.57 43.46 6 8 7 D 60.77 76.58 8 0.498 ND 24.11 41.16 6 4 D 68.43 75.11 9 0.593 ND 64.44 68.72 8 12 7 D 38.64 47.37 7 0.165 ND 4 D 48.46 64.70 9 ND DGAB 16 7 D 41.36 75.47 7 ND 52.29 62.44 7 4 D 67.28 69.32 8 0.284 ND 62.53 78.22 9 8 7 D 16.71 29.09 7 0.191 ND 51.93 70.62 9 4 D 42.44 70.47 7 0.657 ND 43.13 64.30 7 12 7 D 53.97 62.47 9 0.645 ND 4 D 22.85 34.98 7 ND ATB 16 7 D 62.98 76.65 9 ND 40.01 73.69 6 4 D ND 59.01 72.52 9 8 7 D ND 53.45 75.53 9 4 D ND 35.09 50.77 7 ATB/DGAB 12 7 D
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From page 585... ...
A5-20 Table A5- 19 Effect of HMA surface thickness on transverse cracking- Level B Drainage Base Type Base Thickness HMA thickness Std. deviate Mean Std.
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From page 586... ...
A5-21 Table A5- 20 Effect of base type on transverse cracking- Level B Drainage Base Thickness HMA thickness Base Type Std. deviate Mean Std.
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From page 587... ...
A5-22 Table A5- 21 Effect of base thickness on transverse cracking- Level B Drainage Base Type HMA thickness Base Thickness Std. deviate Mean Std.
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From page 588... ...
A5-23 Table A5- 22 Effect of drainage on transverse cracking- Level B Base Type Base Thickness HMA Thickness Drainage Mean Std. Deviation N P-value ND 7.6 13.0 5 4 D 1.0 2.1 5 0.198 ND 3.9 6.9 5 8 7 D 7.0 11.6 5 0.265 ND 12.9 23.4 5 4 D 6.1 8.5 5 0.258 ND 3.5 4.8 5 12 7 D 3.5 5.6 5 0.354 ND 4 D 6.0 7.4 5 ND DGAB 16 7 D 2.4 3.2 5 ND 4.3 8.4 5 4 D 1.0 1.8 5 0.112 ND 2.1 1.4 5 8 7 D 3.3 5.0 5 0.811 ND 1.1 2.2 5 4 D 2.3 4.8 5 0.925 ND 7.1 15.6 5 12 7 D 1.2 1.4 5 0.408 ND 4 D 2.1 4.3 5 ND ATB 16 7 D 0.9 1.3 5 ND 8.8 12.2 5 4 D ND 1.5 2.2 5 8 7 D ND 0.7 1.4 5 4 D ND 8.3 18.1 5 ATB/DGAB 12 7 D
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From page 589... ...
A5-24 Table A5- 23 Effect of HMA surface thickness on overall rutting- Level B Drainage Base Type Base Thickness HMA Thickness Std. deviate Mean Std.
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From page 590... ...
A5-25 Table A5- 24 Effect of base type on overall rutting- Level B Drainage Base Thickness HMA Thickness Base Type Std. deviate Mean Std.
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From page 591... ...
A5-26 Table A5- 25 Effect of base thickness on overall rutting- Level B Drainage Base Type HMA thickness Base Thickness Std. deviate Mean Std.
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From page 592... ...
A5-27 Table A5- 26 Effect of drainage on overall rutting- Level B Base Type Base Thickness HMA thickness Drainage Mean Std. Deviation N P-value ND 10.06 8.48 8 4-inch D 6.77 3.91 8 0.460 ND 6.84 3.65 8 8 7-inch D 6.91 5.27 8 0.903 ND 9.06 6.53 8 4-inch D 6.04 1.79 9 0.385 ND 6.20 3.26 8 12 7-inch D 6.16 2.38 8 0.148 ND 4-inch D 5.40 1.49 9 ND DGAB 16 7-inch D 5.63 2.10 8 ND 5.57 1.90 8 4-inch D 5.85 2.03 8 0.080 ND 7.02 4.22 9 8 7-inch D 4.89 1.59 8 0.280 ND 6.08 2.29 9 4-inch D 4.76 1.80 8 0.282 ND 4.68 1.77 8 12 7-inch D 6.58 4.64 9 0.792 ND 4-inch D 5.07 2.00 8 ND ATB 16 7-inch D 6.22 4.05 9 4-inch ND 6.28 1.54 8 8 7-inch ND 7.45 2.52 9 4-inch ND 6.26 2.90 9 ATB/DGAB 12 7-inch ND 4.58 1.97 8
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From page 593... ...
A5-28 Table A5- 27 Effect of HMA surface thickness on structural rutting- Level B Drainage Base Type Base Thickness HMA Thickness Std. deviate Mean Std.
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From page 594... ...
A5-29 Table A5- 28 Effect of base type on structural rutting- Level B Drainage Base Thickness HMA Thickness Base Type Std. deviate Mean Std.
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From page 595... ...
A5-30 Table A5- 29 Effect of base thickness on structural rutting- Level B Drainage Base Type HMA Thickness Base Thickness Std. deviate Mean Std.
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From page 596... ...
A5-31 Table A5- 30 Effect of drainage on structural rutting- Level B Base Type Base Thickness HMA Thickness Drainage Mean Std. Deviation N P-value ND 5.75 3.14 5 4 D 5.52 1.81 7 0.943 ND 4.96 1.26 6 8 7 D 4.65 1.26 6 0.807 ND 6.00 2.36 6 4 D 5.15 1.15 6 0.322 ND 4.63 1.40 6 12 7 D 6.27 2.55 7 0.061 ND 4 D 4.92 1.27 7 ND DGAB 16 7 D 5.44 2.20 7 ND 5.55 2.05 7 4 D 5.19 1.86 6 0.427 ND 6.09 2.05 7 8 7 D 4.80 1.69 7 0.224 ND 5.27 1.74 7 4 D 4.91 1.89 7 0.298 ND 4.73 1.91 7 12 7 D 4.79 1.02 7 0.935 ND 4 D 5.25 2.09 7 ND ATB 16 7 D 4.64 1.34 7 ND 6.11 1.58 7 4 D ND 6.59 2.14 7 8 7 D ND 5.17 1.90 7 4 D ND 4.60 2.12 7 ATB/DGAB 12 7 D
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From page 597... ...
A5-32 Table A5- 31 Effect of HMA surface thickness on ∆IRI - Level B Drainage Base Type Base Thickness HMA Thickness Std. deviate Mean Std.
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From page 598... ...
A5-33 Table A5- 32 Effect of base type on ∆IRI - Level B Drainage Base Thickness HMA Thickness Base Type Std. deviate Mean Std.
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From page 599... ...
A5-34 Table A5- 33 Effect of base thickness on ∆IRI - Level B Drainage Base Type HMA Thickness Base Thickness Std. deviate Mean Std.
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From page 600... ...
A5-35 Table A5- 34 Effect of drainage on ∆IRI - Level B Base Type Base Thickness HMA Thickness Drainage Mean Std. Deviation N P-value ND 0.29 0.32 8 4 D 0.36 0.30 8 0.752 ND 0.57 0.89 8 8 7 D 0.19 0.36 8 0.203 ND 0.65 0.74 8 4 D 0.21 0.29 9 0.277 ND 0.13 0.11 8 12 7 D 0.34 0.54 8 0.105 ND 4 D 0.15 0.12 9 ND DGAB 16 7 D 0.26 0.34 8 ND 0.52 0.57 8 4 D 0.15 0.12 8 0.264 ND 0.16 0.18 9 8 7 D 0.19 0.26 8 0.244 ND 0.04 0.11 9 4 D 0.18 0.23 8 0.609 ND 0.22 0.24 8 12 7 D 0.10 0.12 9 0.866 ND 4 D 0.19 0.26 8 ND ATB 16 7 D 0.12 0.17 9 ND 0.48 0.64 8 4 D ND 0.16 0.19 9 8 7 D ND 0.14 0.17 9 4 D ND 0.27 0.33 8 ATB/DGAB 12 7 D
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Key Terms
This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
More
information on Chapter Skim is available.