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From page 670... ... APPENDIX B5 Data Analysis for SPS-2 experiment (Standard deviate summary tables for various performance measures-Level A & Level B) Read the entire page →
From page 671... ... B5-2 Table B5- 1 Standard deviate summary – Change in IRI SG Zone DF DNF WF WNF Design Factors Overall C F DF DNF WF WNF C F C C F C F ND 0.32 0.47 0.21 0.17 0.56 0.14 0.86 0.22 0.15 0.56 0.12 0.15 1.12 0.60 D -0.36 -0.35 -0.37 -0.84 -0.16 -0.32 -0.26 -1.41 -0.65 -0.16 -0.16 -0.38 -0.83 -0.07 DGAB 0.32 0.47 0.21 0.17 0.56 0.14 0.86 0.22 0.15 0.56 0.12 0.15 1.12 0.60 LCB 0.04 -0.13 0.16 0.67 -0.40 0.17 -0.60 1.37 0.57 -0.40 0.04 0.23 -0.33 -0.87 PATB -0.36 -0.35 -0.37 -0.84 -0.16 -0.32 -0.26 -1.41 -0.65 -0.16 -0.16 -0.38 -0.83 -0.07 8" 0.09 -0.09 0.20 0.06 -0.24 0.19 0.10 0.33 0.03 -0.24 -0.07 0.30 0.17 0.05 11" -0.09 0.09 -0.23 -0.06 0.24 -0.19 -0.10 -0.34 0.08 0.24 0.07 -0.30 0.13 -0.26 550-psi 0.00 0.09 -0.07 0.04 -0.11 0.08 -0.24 -0.08 0.07 -0.11 0.37 -0.03 -0.02 -0.41 900-psi 0.00 -0.07 0.06 -0.04 0.11 -0.08 0.24 -0.28 0.04 0.11 -0.37 0.03 0.31 0.20 12' 0.04 0.07 0.02 0.00 0.09 0.07 -0.06 0.06 -0.02 0.09 0.02 0.09 0.16 -0.17 14' -0.04 -0.05 -0.03 0.00 -0.09 -0.07 0.06 -0.59 0.11 -0.09 -0.02 -0.09 0.14 -0.02 Read the entire page →
From page 672... ... B5-3 Table B5- 2 Standard deviate summary – Wheelpath Faulting SG Zone DF DNF WF WNF Design Factors Overall C F DF DNF WF WNF C F C C F C F ND 0.15 0.06 0.20 -0.25 0.20 0.19 0.34 -0.88 -0.04 0.20 -0.21 0.35 0.82 -0.14 D 0.00 0.15 -0.10 0.31 -0.21 -0.08 0.18 1.34 -0.04 -0.21 0.29 -0.23 -0.15 0.29 DGAB 0.15 0.06 0.20 -0.25 0.20 0.19 0.34 -0.88 -0.04 0.20 -0.21 0.35 0.82 -0.14 LCB -0.14 -0.12 -0.16 -0.05 0.02 -0.11 -0.53 0.55 -0.14 0.02 -0.08 -0.12 -0.63 -0.42 PATB 0.00 0.15 -0.10 0.31 -0.21 -0.08 0.18 1.34 -0.04 -0.21 0.29 -0.23 -0.15 0.29 8" 0.00 0.11 -0.06 -0.17 -0.06 0.14 -0.22 -0.95 -0.10 -0.06 0.50 -0.01 -0.19 -0.24 11" 0.00 -0.04 0.03 0.17 0.06 -0.14 0.22 0.60 -0.04 0.06 -0.50 0.01 0.28 0.17 550-psi -0.01 0.09 -0.07 -0.19 -0.01 0.04 0.00 0.82 -0.39 -0.01 -0.05 0.07 0.35 -0.25 900-psi 0.01 -0.02 0.03 0.19 0.01 -0.04 0.00 -0.06 0.27 0.01 0.05 -0.07 -0.25 0.18 12' 0.22 0.25 0.20 0.30 0.22 0.21 0.16 0.23 0.33 0.22 0.27 0.19 0.29 0.09 14' -0.22 -0.18 -0.25 -0.30 -0.22 -0.21 -0.16 0.39 -0.44 -0.22 -0.27 -0.19 -0.11 -0.20 Read the entire page →
From page 673... ... B5-4 Table B5- 3 Effect of lane width on faulting - Level B Base type Target PCC th Flex Strength Lane Width std. Deviate Mean Std. Read the entire page →
From page 674... ... B5-5 Table B5- 4 Effect of PCC flexural strength on faulting - Level B Base type Target PCC th Lane Width Flex Strength std. Deviate Mean Std. Read the entire page →
From page 675... ... B5-6 Table B5- 5 Effect of PCC slab thickness on faulting - Level B Base type Lane Width Flex Strength Target PCC th std. Deviate Mean Std. Read the entire page →
From page 676... ... B5-7 Table B5- 6 Effect of base type on faulting - Level B Lane Width Flex Strength Target PCC th Base type std. Deviate Mean Std. Read the entire page →
From page 677... ... B5-8 Table B5- 7 Effect of lane width on ∆IRI - Level B Base type Target PCC th Flex Strength Lane Width Std. Deviate Mean Std. Read the entire page →
From page 678... ... B5-9 Table B5- 8 Effect of PCC flexural strength on ∆IRI - Level B Base type Target PCC th Lane Width Flex Strength Std. Deviate Mean Std. Read the entire page →
From page 679... ... B5-10 Table B5- 9 Effect of PCC slab thickness on ∆IRI - Level B Base type Lane Width Flex Strength Target PCC th Std. Deviate Mean Std. Read the entire page →
From page 680... ... B5-11 Table B5- 10 Effect of base type on ∆IRI - Level B Lane Width Flex Strength Target PCC th Base type Std. Deviate Mean Std. Read the entire page →

From page 670...

... APPENDIX B5 Data Analysis for SPS-2 experiment (Standard deviate summary tables for various performance measures-Level A & Level B)

Read the entire page →

From page 671...

... B5-2 Table B5- 1 Standard deviate summary – Change in IRI SG Zone DF DNF WF WNF Design Factors Overall C F DF DNF WF WNF C F C C F C F ND 0.32 0.47 0.21 0.17 0.56 0.14 0.86 0.22 0.15 0.56 0.12 0.15 1.12 0.60 D -0.36 -0.35 -0.37 -0.84 -0.16 -0.32 -0.26 -1.41 -0.65 -0.16 -0.16 -0.38 -0.83 -0.07 DGAB 0.32 0.47 0.21 0.17 0.56 0.14 0.86 0.22 0.15 0.56 0.12 0.15 1.12 0.60 LCB 0.04 -0.13 0.16 0.67 -0.40 0.17 -0.60 1.37 0.57 -0.40 0.04 0.23 -0.33 -0.87 PATB -0.36 -0.35 -0.37 -0.84 -0.16 -0.32 -0.26 -1.41 -0.65 -0.16 -0.16 -0.38 -0.83 -0.07 8" 0.09 -0.09 0.20 0.06 -0.24 0.19 0.10 0.33 0.03 -0.24 -0.07 0.30 0.17 0.05 11" -0.09 0.09 -0.23 -0.06 0.24 -0.19 -0.10 -0.34 0.08 0.24 0.07 -0.30 0.13 -0.26 550-psi 0.00 0.09 -0.07 0.04 -0.11 0.08 -0.24 -0.08 0.07 -0.11 0.37 -0.03 -0.02 -0.41 900-psi 0.00 -0.07 0.06 -0.04 0.11 -0.08 0.24 -0.28 0.04 0.11 -0.37 0.03 0.31 0.20 12' 0.04 0.07 0.02 0.00 0.09 0.07 -0.06 0.06 -0.02 0.09 0.02 0.09 0.16 -0.17 14' -0.04 -0.05 -0.03 0.00 -0.09 -0.07 0.06 -0.59 0.11 -0.09 -0.02 -0.09 0.14 -0.02

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From page 672...

... B5-3 Table B5- 2 Standard deviate summary – Wheelpath Faulting SG Zone DF DNF WF WNF Design Factors Overall C F DF DNF WF WNF C F C C F C F ND 0.15 0.06 0.20 -0.25 0.20 0.19 0.34 -0.88 -0.04 0.20 -0.21 0.35 0.82 -0.14 D 0.00 0.15 -0.10 0.31 -0.21 -0.08 0.18 1.34 -0.04 -0.21 0.29 -0.23 -0.15 0.29 DGAB 0.15 0.06 0.20 -0.25 0.20 0.19 0.34 -0.88 -0.04 0.20 -0.21 0.35 0.82 -0.14 LCB -0.14 -0.12 -0.16 -0.05 0.02 -0.11 -0.53 0.55 -0.14 0.02 -0.08 -0.12 -0.63 -0.42 PATB 0.00 0.15 -0.10 0.31 -0.21 -0.08 0.18 1.34 -0.04 -0.21 0.29 -0.23 -0.15 0.29 8" 0.00 0.11 -0.06 -0.17 -0.06 0.14 -0.22 -0.95 -0.10 -0.06 0.50 -0.01 -0.19 -0.24 11" 0.00 -0.04 0.03 0.17 0.06 -0.14 0.22 0.60 -0.04 0.06 -0.50 0.01 0.28 0.17 550-psi -0.01 0.09 -0.07 -0.19 -0.01 0.04 0.00 0.82 -0.39 -0.01 -0.05 0.07 0.35 -0.25 900-psi 0.01 -0.02 0.03 0.19 0.01 -0.04 0.00 -0.06 0.27 0.01 0.05 -0.07 -0.25 0.18 12' 0.22 0.25 0.20 0.30 0.22 0.21 0.16 0.23 0.33 0.22 0.27 0.19 0.29 0.09 14' -0.22 -0.18 -0.25 -0.30 -0.22 -0.21 -0.16 0.39 -0.44 -0.22 -0.27 -0.19 -0.11 -0.20

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From page 673...

... B5-4 Table B5- 3 Effect of lane width on faulting - Level B Base type Target PCC th Flex Strength Lane Width std. Deviate Mean Std.

Read the entire page →

From page 674...

... B5-5 Table B5- 4 Effect of PCC flexural strength on faulting - Level B Base type Target PCC th Lane Width Flex Strength std. Deviate Mean Std.

Read the entire page →

From page 675...

... B5-6 Table B5- 5 Effect of PCC slab thickness on faulting - Level B Base type Lane Width Flex Strength Target PCC th std. Deviate Mean Std.

Read the entire page →

From page 676...

... B5-7 Table B5- 6 Effect of base type on faulting - Level B Lane Width Flex Strength Target PCC th Base type std. Deviate Mean Std.

Read the entire page →

From page 677...

... B5-8 Table B5- 7 Effect of lane width on ∆IRI - Level B Base type Target PCC th Flex Strength Lane Width Std. Deviate Mean Std.

Read the entire page →

From page 678...

... B5-9 Table B5- 8 Effect of PCC flexural strength on ∆IRI - Level B Base type Target PCC th Lane Width Flex Strength Std. Deviate Mean Std.

Read the entire page →

From page 679...

... B5-10 Table B5- 9 Effect of PCC slab thickness on ∆IRI - Level B Base type Lane Width Flex Strength Target PCC th Std. Deviate Mean Std.

Read the entire page →

From page 680...

... B5-11 Table B5- 10 Effect of base type on ∆IRI - Level B Lane Width Flex Strength Target PCC th Base type Std. Deviate Mean Std.

Read the entire page →

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