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Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures (2017)

Chapter: Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction

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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
×
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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Suggested Citation:"Appendix F Analysis of Falling Weight Deflectometer Data to Characterize Slab-base Interaction." National Academies of Sciences, Engineering, and Medicine. 2017. Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures. Washington, DC: The National Academies Press. doi: 10.17226/24842.
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F-1 APPENDIX F ANALYSIS OF FALLING WEIGHT DEFLECTOMETER DATA TO CHARACTERIZE SLAB-BASE INTERACTION F.1. Procedure to infer friction coefficient from FWD data The project research included the development of a procedure to use backcalculated properties, in aggregate, to estimate coefficients of friction at each associated FWD test location. Each FWD assessment for a given date, time, and location can be associated with an effective flexural stiffness, Deff, using the relationship 𝐷𝑒𝑓𝑓 = ℓ 4𝑘 (1) The coefficient of friction analysis assumes that, over multiple tests for each section, a fully- bonded interface can be associated with the maximum value of Deff, whereas a full-slip interface can be associated with the minimum value of Deff. Analogously, the minimal nondimensionalized coefficient of variation, Λ*, is assigned to the full-slip state and the maximum coefficient of variation is assigned to the full-bond state on a section-by-section basis. For a full-slip interface Λ∗ = 0.0001, and for a fully bonded interface Λ∗ = 100. The calculation of Λ* for tests associated with intermediate values of Deff follows a procedure set forth in Khazanovich and Gotlif (2002). As implemented in the corresponding NCHRP 1-51 program, it is an iterative procedure for the coefficient of friction, Λ. The iteration is governed by the percent error between the estimated effective flexural stiffness, Dest, and the effective flexural stiffness, Deff (Equation 1), where Dest can be expressed as 𝐷𝑒𝑠𝑡 = 𝐷1 + 𝐷2 (2) and D1 and D2 are 𝐷𝑖 = 𝐸𝑖 3(1 − 𝜇2) (ℎ𝑖 3 − 3ℎ𝑖 2𝑏𝑖 + 3ℎ𝑖𝑏𝑖 2) (3) for layers 𝑖 = 1,2, where hi is layer thickness, Ei is layer modulus, and μ is the Poisson ratio (assumed to be equal for the two layers), and where parameters b1 and b2 are defined as 𝑏1 = 0.5𝐸2 ∗ℎ2 2 + ℎ1Λ Λ + 𝐸2 ∗ + Λ Λ ( Λ(0.5𝐸1 ∗ℎ1 2 + ℎ1Λ) − (𝐸1 ∗ℎ1 + Λ)(−0.5𝐸2 ∗ℎ2 2 + ℎ1Λ) 𝐸1 ∗𝐸2 ∗ℎ1ℎ2 + 𝐸1 ∗ℎ1Λ + 𝐸2 ∗ℎ2Λ ) (4) 𝑏2 = Λ(0.5𝐸1 ∗ℎ1 2 + ℎ1Λ) − (𝐸1 ∗ℎ1 + Λ)(−0.5𝐸2 ∗ℎ2 2 + ℎ1Λ) 𝐸1 ∗𝐸2 ∗ℎ1ℎ2 + 𝐸1 ∗ℎ1Λ + 𝐸2 ∗ℎ2Λ (5) and the star notation on E1 and E2 denote 𝐸𝑖 ∗ = 𝐸𝑖 1 − 𝜇2 (6) The value of Λ associated with the minimal error ( 𝐷𝑒𝑓𝑓−𝐷𝑒𝑠𝑡 𝐷𝑒𝑓𝑓 ) for a given test is thus the inferred coefficient of friction. This parameter is nondimensionalized as

F-2 Λ∗ = Λ 𝐸1ℎ1 + 𝐸2ℎ2 (7) The procedure, while straightforward, is iterative and can thus be computationally expensive if not investigated and revised carefully. Currently the procedure, as implemented in a Fortran program, restricts each test to 1,000,000 iterations in increments of δΛ = 0.0001, as additional searches for Λ for smaller increments and consequently more iterations did not revise Λ beyond the fourth significant digit. F.2. Application of developed procedure to LTPP FWD data Given the completion of the backcalculation procedure, the research team used the procedure to analyze all relevant JPC section data from LTPP experiments SPS-2 and GPS-3. The developed program uses FWD basins collected from center slab or slab edge locations to estimate layer properties, namely the modulus of subgrade reaction, k, and the radius of relative stiffness, ℓ, for a dense-liquid foundation. That data is summarized in Table F-1, where the columns J1 and J3 correspond to center or edge locations respectively. In total, the analysis used data from 4,572 individual test sites throughout North America; these sites corresponded to 289,816 individual FWD tests that were run through the developed backcalculation procedure.

F-3 Table F-1. Summary of LTPP FWD data used for 1) modified backcalculation and 2) inferred slab-base friction coefficients Bound base Number of Test Locations State Code State Number of Sections J1 J3 Total 4 Arizona 14 157 151 308 5 Arkansas 9 131 131 262 6 California 18 149 154 303 8 Colorado 9 105 99 204 10 Delaware 8 81 71 152 12 Florida 3 59 48 107 13 Georgia 2 39 39 78 16 Idaho 1 19 14 33 18 Indiana 6 89 69 158 19 Iowa 12 127 117 244 20 Kansas 12 207 174 381 26 Michigan 8 79 72 151 27 Minnesota 3 57 45 102 28 Mississippi 2 40 40 80 31 Nebraska 2 37 26 63 32 Nevada 9 81 68 149 37 North Carolina 14 142 131 273 38 North Dakota 12 88 74 162 39 Ohio 14 142 134 276 40 Oklahoma 2 39 36 75 42 Pennsylvania 1 11 13 24 45 South Carolina 1 20 19 39 46 South Dakota 3 60 57 117 47 Tennessee 3 50 49 99 48 Texas 2 35 22 57 49 Utah 7 107 103 210 53 Washington 8 80 83 163 55 Wisconsin 12 143 130 273 89 Quebec 1 15 14 29 Total 29 198 2389 2183 4572 Unbound base Number of Test Locations State Code State Number of Sections J1 J3 Total 10 Delaware 4 43 44 308 12 Florida 1 20 20 262 20 Kansas 2 149 154 303 37 North Carolina 1 105 99 204 38 North Dakota 2 81 71 152 Total 5 10 398 388 1229 The relevant appendix in the final reporting illustrated the results of the modified backcalculation, including the development of the edge-loading backcalculation procedure. Those results were used as input values for the program developed to apply the algorithm summarized in Equations 1 through 7. That program uses the results of either center or edge FWD backcalculation to infer a slab-base friction coefficient. Furthermore, the program was modified to define full-slip and full-bond conditions for Λ* using test data from sections with similar test sites and test locations. The program analyzed all sites and tests summarized in Table F-1. Full results of that analysis for LTPP Section 4-0217 are presented in Table F-3; given the

F-4 extent of the results and the number of sections, it is not feasible to present all the results in this appendix. However the full results for the sections in Table F-1 are available upon request. F.3. Examining assumptions of slab-base coefficient procedure using database of inferred coefficients for LTPP projects Again, given the extent of the database, the resulting coefficients associated with each of the 289,816 FWD tests are not provided in full. Rather, this work is described using examples culled from the ongoing analysis. To begin, in estimating the properties of LTPP sections given FWD data, and important parameter is the ratio 𝛽 = 𝐸1 𝐸2 . In the analysis to account for slab-base interaction, β is used in conjunction with the transformed section concept to estimate the composite properties of a two-layered system such as a PCC slab on a stiff base. For a given value of β, associated values of E1 and E2 are used to determine b1 and b2 (Equations 4 and 5). As with Λ*, the analysis for β currently assumes that the minimum and maximum values for Deff for a given section correspond to full slip and full bond conditions. It is important to examine this assumption for β and its effects on Λ* in terms of the calculated β relative to the estimated β in the LTPP database from Khazanovich et al 1997. Table F-2 illustrates a comparison for a small subset of available section data – these sections are selected as examples of different assumed values of β. This Table F-also illustrates the extent of the differences in β and the difficulties of assuming layer properties based on existing LTPP data. In other words, as is evident in the β comparison of Table F-2, some of the assumptions of the LTPP database cannot be taken for granted. For example, it is possible the assumption of a constant modulus for the base over time is inaccurate (or that there are other variables that complicate the analysis). Overall, Table F-2 illustrates that there is no meaningful correlation between the estimated β values and the calculated β value for either bonded or unbonded sections. Table F-2. Example of comparison between assumed β0 from Khazanovich et al (1997) and calculated β from 1-51 program ST CODE SECT ID PT LOC J1/ J3 # of TESTS MIN DEFF (lb in) MAX DEFF (lb in) H1 (in) H2 (in) β0 β 4 217 69.2 1 48 5.39E+08 1.10E+09 8.1 6.1 2 5.44 4 217 69.2 3 48 5.29E+08 1.54E+09 8.1 6.1 2 2.325 4 217 133.5 1 48 4.16E+08 1.21E+09 8.1 6.1 2 2.328 4 217 133.5 3 48 4.18E+08 8.13E+08 8.1 6.1 2 6.099 4 219 37.2 1 72 1.13E+09 2.28E+09 10.8 6.2 2 3.43 4 219 37.2 3 72 4.90E+08 3.02E+09 10.8 6.2 2 1.001 4 7614 3.4 1 36 6.00E+08 9.89E+08 9.7 5.2 5 5.141 4 7614 3.4 3 48 9.60E+08 1.34E+09 9.7 5.2 5 8.847 4 7614 12.5 1 36 8.34E+08 1.33E+09 9.7 5.2 5 5.719 4 7614 12.5 3 36 1.10E+09 1.39E+09 9.7 5.2 5 13.63 4 7614 135.6 1 36 7.14E+08 1.03E+09 9.7 5.2 5 7.752 4 7614 135.6 3 36 6.33E+08 1.03E+09 9.7 5.2 5 5.312 28 3019 97.2 1 60 5.36E+08 7.62E+08 9.4 5.4 10 9.376 28 3019 97.2 3 60 4.49E+08 1.01E+09 9.4 5.4 10 2.589 28 3019 103.3 1 60 4.48E+08 6.51E+08 9.4 5.4 10 8.64 28 3019 103.3 3 60 2.92E+08 4.32E+08 9.4 5.4 10 8.12 28 3019 134.1 1 72 4.46E+08 6.25E+08 9.4 5.4 10 9.927 28 3019 134.1 3 72 2.94E+08 5.43E+08 9.4 5.4 10 4.247 32 7084 145.4 1 36 4.82E+08 6.05E+08 11 5 10 10.817 32 7084 146 3 36 5.93E+08 9.04E+08 11 5 10 4.956

F-5 4 221 54.3 1 36 5.02E+08 7.40E+08 8.1 4.2 15 6.897 4 221 54.3 3 36 6.78E+08 1.08E+09 8.1 4.2 15 5.366 4 222 5.5 1 72 3.92E+08 9.03E+08 8.6 3.9 15 1.634 4 222 5.5 3 100 3.59E+08 6.36E+08 8.6 3.9 15 3.166 26 222 124.1 1 36 3.93E+08 4.97E+08 8.3 4.2 15 12.306 26 222 124.4 3 36 2.66E+08 5.05E+08 8.3 4.2 15 3.162 26 222 147.5 1 36 3.38E+08 4.14E+08 8.3 4.2 15 14.601 26 222 147.5 3 36 2.18E+08 3.39E+08 8.3 4.2 15 5.548 37 3011 20.1 1 60 7.42E+08 1.32E+09 10.1 4 50 2.525 37 3011 20.1 3 60 5.00E+08 1.08E+09 10.1 4 50 1.536 49 3015 6.7 1 36 7.18E+08 1.80E+09 11.2 7.6 50 2.749 49 3015 6.7 3 36 1.09E+09 1.83E+09 11.2 7.6 50 7.398 49 3015 61.3 1 48 4.59E+08 1.05E+09 11.2 7.6 50 3.384 49 3015 61.3 3 48 7.53E+08 1.13E+09 11.2 7.6 50 10.356 In addition, it is also worthwhile to call into question the backcalculated modulus (Epcc) of different base types, particularly those values of Epcc for pavement sections within close proximity to each other (most notably the SPS-2 sections). During this analysis, it was determined that the Epcc values for bound bases are within the same relative range as the Epcc values calculated for unbound bases. This observation, however, is limited by the size of the dataset for sections with unbound bases (Table F-1). F.4. Using slab-base coefficient procedure to infer friction coefficients Due to various complications, one of which was discussed in the beta comparison of Table F-2, the calculated coefficients of friction cannot be assumed to behave similarly across sections, test sites, and center/edge test sites. This is not an issue with the procedure for slab-base interaction coefficients itself, but rather variability in the LTPP FWD data itself on a site-by-site basis, as will be illustrated below. From the beginning of the 1-51 project, an underlying hypothesis driving the slab-base model is that slab-base interaction decreases over time. This hypothesis is similar to the model already in place in the current AASHTO M-E procedure, however, that model uses the “all or none” approach. Using LTPP data and the friction coefficient procedure, Figure F-1 illustrates such behavior from two test sites in the same LTPP section (08-3032) using edge FWD data. However, for the same two test sites, the inferred slab-base interaction using center FWD behavior is very different, as illustrated in Figure F-2. In addition, using observations from the LTPP section examined in Figure F-1 and Figure F-2, Figure F-3 illustrates the point that contradictory behavior can be inferred for the same location from edge- and center-load FWD data. In either case, the inferred coefficient for neither test location is monotonically decreasing, nor can a general trend for the slab-base interaction be observed using the results from both locations. As noted, this type of behavior as an exception to a general trend would be acceptable. However, as the illustrate behavior from LTPP Section 08-3032 is the rule, rather than an exception, it is troublesome for the use of LTPP FWD data to infer friction coefficients in two ways:  The analysis is inconsistent. That is, one does not observe consistent general trends in friction behavior inferred from center- and edge-loading FWD data at a given location, let alone multiple locations, along a given project.

F-6  The analysis does not support the underlying hypothesis that slab-base friction decreases with time. Thus, the project research can state with confidence that the hypothesis that slab-base friction decreases with time cannot be supported using 1) available LTPP FWD data and 2) the developed procedure to infer slab-base friction coefficients from backcalculated parameters from FWD data. As noted elsewhere, due to this and other analysis, the project modeling assumes a simple, direct model for slab-base interaction that improves upon the existing friction loss model in the AASHTO M-E procedure in its flexibility. However, the researchers do not claim that the friction model represents observed field slab-base interaction. As illustrated by the analysis summarized in this Appendix and in other Appendices, analysis using available data currently defies basic pavement engineering assumptions about slab-base interaction.

F-7 Figure F-1. Loss of slab-base friction over time, coefficients of friction inferred from backcalculated FWD edge load data for two sites along LTPP Section 8-3032

F-8 Figure F-2. Changes in slab-base friction over time, coefficients of friction inferred from backcalculated FWD edge load data for two sites along LTPP Section 8-3032

F-9 Figure F-3. Changes in slab-base friction over time, coefficients of friction inferred from backcalculated FWD center and edge load data at a single site (128.9) on LTPP Section 8- 3032

F-10 F.5. Summary table of inferred friction analysis Table F-3. Inferred friction analysis of LTPP section 4-0217 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 2/7/1994 1 5.2 1125 1 8.1 6.1 201.8 54.4 0.15 2 1.76E+09 2.60E+08 2.18E+00 4 217 2/7/1994 1 5.2 1125 1 8.1 6.1 220.3 52.1 0.15 2 1.62E+09 1.61E+08 1.35E+00 4 217 2/7/1994 1 5.2 1125 1 8.1 6.1 222.6 51.8 0.15 2 1.60E+09 1.52E+08 1.28E+00 4 217 2/7/1994 1 5.2 1125 1 8.1 6.1 190.6 57.3 0.15 2 2.05E+09 1.19E+10 1.00E+02 4 217 2/7/1994 1 5.2 1125 2 8.1 6.1 223.7 51.3 0.15 2 1.55E+09 1.29E+08 1.08E+00 4 217 2/7/1994 1 5.2 1125 2 8.1 6.1 212.7 52.8 0.15 2 1.65E+09 1.74E+08 1.46E+00 4 217 2/7/1994 1 5.2 1125 2 8.1 6.1 219.2 51.6 0.15 2 1.56E+09 1.34E+08 1.12E+00 4 217 2/7/1994 1 5.2 1125 2 8.1 6.1 204.1 53.7 0.15 2 1.70E+09 2.05E+08 1.72E+00 4 217 2/7/1994 1 5.2 1125 3 8.1 6.1 216.5 51.8 0.15 2 1.55E+09 1.32E+08 1.11E+00 4 217 2/7/1994 1 5.2 1125 3 8.1 6.1 224.5 51.2 0.15 2 1.55E+09 1.29E+08 1.08E+00 4 217 2/7/1994 1 5.2 1125 3 8.1 6.1 216.7 51.8 0.15 2 1.56E+09 1.35E+08 1.13E+00 4 217 2/7/1994 1 5.2 1125 3 8.1 6.1 219.7 51.3 0.15 2 1.52E+09 1.22E+08 1.02E+00 4 217 2/7/1994 1 5.2 1125 4 8.1 6.1 221.3 50.8 0.15 2 1.47E+09 1.06E+08 8.86E-01 4 217 2/7/1994 1 5.2 1125 4 8.1 6.1 210.5 52.4 0.15 2 1.58E+09 1.43E+08 1.20E+00 4 217 2/7/1994 1 5.2 1125 4 8.1 6.1 217.1 51.5 0.15 2 1.53E+09 1.23E+08 1.04E+00 4 217 2/7/1994 1 5.2 1125 4 8.1 6.1 207.1 52.8 0.15 2 1.61E+09 1.53E+08 1.28E+00 4 217 2/7/1994 1 37.5 1131 1 8.1 6.1 230.1 52.4 0.15 2 1.73E+09 2.32E+08 1.95E+00 4 217 2/7/1994 1 37.5 1131 1 8.1 6.1 238.9 51.6 0.15 2 1.70E+09 2.06E+08 1.73E+00 4 217 2/7/1994 1 37.5 1131 1 8.1 6.1 249.9 50.8 0.15 2 1.67E+09 1.87E+08 1.56E+00 4 217 2/7/1994 1 37.5 1131 1 8.1 6.1 240.8 51.6 0.15 2 1.71E+09 2.16E+08 1.81E+00 4 217 2/7/1994 1 37.5 1131 2 8.1 6.1 275.4 47 0.15 2 1.34E+09 7.88E+07 6.61E-01 4 217 2/7/1994 1 37.5 1131 2 8.1 6.1 260.6 48.2 0.15 2 1.41E+09 9.20E+07 7.71E-01 4 217 2/7/1994 1 37.5 1131 2 8.1 6.1 261.9 48.1 0.15 2 1.41E+09 9.08E+07 7.62E-01 4 217 2/7/1994 1 37.5 1131 2 8.1 6.1 254.2 48.7 0.15 2 1.43E+09 9.71E+07 8.15E-01 4 217 2/7/1994 1 37.5 1131 3 8.1 6.1 256.7 48.6 0.15 2 1.43E+09 9.64E+07 8.09E-01

F-11 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 2/7/1994 1 37.5 1131 3 8.1 6.1 263.3 47.8 0.15 2 1.37E+09 8.33E+07 6.98E-01 4 217 2/7/1994 1 37.5 1131 3 8.1 6.1 268 47.5 0.15 2 1.36E+09 8.13E+07 6.82E-01 4 217 2/7/1994 1 37.5 1131 3 8.1 6.1 256.6 48.6 0.15 2 1.43E+09 9.55E+07 8.01E-01 4 217 2/7/1994 1 37.5 1131 4 8.1 6.1 254.1 48.3 0.15 2 1.39E+09 8.66E+07 7.26E-01 4 217 2/7/1994 1 37.5 1131 4 8.1 6.1 254.2 48.3 0.15 2 1.38E+09 8.55E+07 7.17E-01 4 217 2/7/1994 1 37.5 1131 4 8.1 6.1 256 48 0.15 2 1.36E+09 8.21E+07 6.88E-01 4 217 2/7/1994 1 37.5 1131 4 8.1 6.1 245.9 49 0.15 2 1.42E+09 9.29E+07 7.79E-01 4 217 2/7/1994 1 55.8 1137 1 8.1 6.1 263.8 47.6 0.15 2 1.36E+09 8.16E+07 6.84E-01 4 217 2/7/1994 1 55.8 1137 1 8.1 6.1 271 47.2 0.15 2 1.35E+09 7.92E+07 6.64E-01 4 217 2/7/1994 1 55.8 1137 1 8.1 6.1 250.9 48.5 0.15 2 1.39E+09 8.84E+07 7.41E-01 4 217 2/7/1994 1 55.8 1137 1 8.1 6.1 356.6 40.7 0.15 2 9.76E+08 3.37E+07 2.83E-01 4 217 2/7/1994 1 55.8 1137 2 8.1 6.1 233.5 49.5 0.15 2 1.41E+09 9.10E+07 7.63E-01 4 217 2/7/1994 1 55.8 1137 2 8.1 6.1 226.1 50.4 0.15 2 1.46E+09 1.03E+08 8.62E-01 4 217 2/7/1994 1 55.8 1137 2 8.1 6.1 234.5 49.1 0.15 2 1.36E+09 8.21E+07 6.89E-01 4 217 2/7/1994 1 55.8 1137 2 8.1 6.1 232 49.6 0.15 2 1.41E+09 9.08E+07 7.61E-01 4 217 2/7/1994 1 55.8 1137 3 8.1 6.1 247.2 48 0.15 2 1.31E+09 7.34E+07 6.16E-01 4 217 2/7/1994 1 55.8 1137 3 8.1 6.1 230 49.9 0.15 2 1.43E+09 9.61E+07 8.06E-01 4 217 2/7/1994 1 55.8 1137 3 8.1 6.1 223.1 50.7 0.15 2 1.48E+09 1.08E+08 9.02E-01 4 217 2/7/1994 1 55.8 1137 3 8.1 6.1 245.3 48.1 0.15 2 1.31E+09 7.29E+07 6.11E-01 4 217 2/7/1994 1 55.8 1137 4 8.1 6.1 229.2 50.2 0.15 2 1.46E+09 1.03E+08 8.62E-01 4 217 2/7/1994 1 55.8 1137 4 8.1 6.1 226.4 50.5 0.15 2 1.48E+09 1.08E+08 9.04E-01 4 217 2/7/1994 1 55.8 1137 4 8.1 6.1 226.8 50.5 0.15 2 1.47E+09 1.07E+08 8.97E-01 4 217 2/7/1994 1 55.8 1137 4 8.1 6.1 227.3 50.4 0.15 2 1.47E+09 1.06E+08 8.89E-01 4 217 2/7/1994 1 87.8 1142 1 8.1 6.1 190.7 53.7 0.15 2 1.59E+09 1.46E+08 1.22E+00 4 217 2/7/1994 1 87.8 1142 1 8.1 6.1 186.7 54.5 0.15 2 1.65E+09 1.76E+08 1.47E+00 4 217 2/7/1994 1 87.8 1142 1 8.1 6.1 180.8 55.4 0.15 2 1.71E+09 2.11E+08 1.77E+00 4 217 2/7/1994 1 87.8 1142 1 8.1 6.1 212.2 50.9 0.15 2 1.43E+09 9.53E+07 7.99E-01 4 217 2/7/1994 1 87.8 1142 2 8.1 6.1 197.3 52.2 0.15 2 1.47E+09 1.06E+08 8.85E-01

F-12 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 2/7/1994 1 87.8 1142 2 8.1 6.1 193.4 52.3 0.15 2 1.45E+09 1.01E+08 8.50E-01 4 217 2/7/1994 1 87.8 1142 2 8.1 6.1 188.7 53.3 0.15 2 1.52E+09 1.22E+08 1.02E+00 4 217 2/7/1994 1 87.8 1142 2 8.1 6.1 186.8 53.8 0.15 2 1.57E+09 1.37E+08 1.15E+00 4 217 2/7/1994 1 87.8 1142 3 8.1 6.1 195.8 52.3 0.15 2 1.46E+09 1.04E+08 8.70E-01 4 217 2/7/1994 1 87.8 1142 3 8.1 6.1 189.3 53.1 0.15 2 1.51E+09 1.18E+08 9.86E-01 4 217 2/7/1994 1 87.8 1142 3 8.1 6.1 188.5 53.4 0.15 2 1.54E+09 1.26E+08 1.06E+00 4 217 2/7/1994 1 87.8 1142 3 8.1 6.1 186.9 53.6 0.15 2 1.54E+09 1.27E+08 1.06E+00 4 217 2/7/1994 1 87.8 1142 4 8.1 6.1 191.3 53.3 0.15 2 1.54E+09 1.27E+08 1.07E+00 4 217 2/7/1994 1 87.8 1142 4 8.1 6.1 188.9 53.5 0.15 2 1.54E+09 1.29E+08 1.08E+00 4 217 2/7/1994 1 87.8 1142 4 8.1 6.1 186.2 53.9 0.15 2 1.57E+09 1.39E+08 1.16E+00 4 217 2/7/1994 1 87.8 1142 4 8.1 6.1 187.5 53.7 0.15 2 1.56E+09 1.33E+08 1.11E+00 4 217 2/7/1994 1 101.8 1146 1 8.1 6.1 260.5 48.4 0.15 2 1.43E+09 9.59E+07 8.04E-01 4 217 2/7/1994 1 101.8 1146 1 8.1 6.1 233 50.7 0.15 2 1.54E+09 1.26E+08 1.06E+00 4 217 2/7/1994 1 101.8 1146 1 8.1 6.1 236.8 50.3 0.15 2 1.51E+09 1.18E+08 9.89E-01 4 217 2/7/1994 1 101.8 1146 1 8.1 6.1 245.6 49.6 0.15 2 1.48E+09 1.10E+08 9.23E-01 4 217 2/7/1994 1 101.8 1146 2 8.1 6.1 232.2 49.7 0.15 2 1.42E+09 9.36E+07 7.85E-01 4 217 2/7/1994 1 101.8 1146 2 8.1 6.1 219.7 50.7 0.15 2 1.45E+09 1.01E+08 8.48E-01 4 217 2/7/1994 1 101.8 1146 2 8.1 6.1 217.5 51.5 0.15 2 1.53E+09 1.23E+08 1.03E+00 4 217 2/7/1994 1 101.8 1146 2 8.1 6.1 242.7 48.5 0.15 2 1.34E+09 7.88E+07 6.61E-01 4 217 2/7/1994 1 101.8 1146 3 8.1 6.1 244.7 48.6 0.15 2 1.36E+09 8.19E+07 6.87E-01 4 217 2/7/1994 1 101.8 1146 3 8.1 6.1 240.1 48.9 0.15 2 1.37E+09 8.41E+07 7.05E-01 4 217 2/7/1994 1 101.8 1146 3 8.1 6.1 238.4 49 0.15 2 1.38E+09 8.55E+07 7.17E-01 4 217 2/7/1994 1 101.8 1146 3 8.1 6.1 243.9 48.5 0.15 2 1.35E+09 7.92E+07 6.64E-01 4 217 2/7/1994 1 101.8 1146 4 8.1 6.1 246.1 48.4 0.15 2 1.34E+09 7.88E+07 6.61E-01 4 217 2/7/1994 1 101.8 1146 4 8.1 6.1 256.1 47.1 0.15 2 1.27E+09 6.58E+07 5.52E-01 4 217 2/7/1994 1 101.8 1146 4 8.1 6.1 253.5 47.5 0.15 2 1.29E+09 7.00E+07 5.87E-01 4 217 2/7/1994 1 101.8 1146 4 8.1 6.1 252 47.4 0.15 2 1.27E+09 6.71E+07 5.63E-01 4 217 3/2/1995 1 5.2 1105 2 8.1 6.1 529.4 31.4 0.15 2 5.11E+08 1.19E+04 1.00E-04

F-13 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 3/2/1995 1 5.2 1105 2 8.1 6.1 513.8 32 0.15 2 5.37E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 5.2 1105 2 8.1 6.1 506.1 32.3 0.15 2 5.53E+08 2.56E+06 2.15E-02 4 217 3/2/1995 1 5.2 1105 2 8.1 6.1 525.9 31.7 0.15 2 5.30E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 5.2 1105 3 8.1 6.1 510.8 32.2 0.15 2 5.50E+08 2.19E+06 1.84E-02 4 217 3/2/1995 1 5.2 1105 3 8.1 6.1 509.5 32.2 0.15 2 5.51E+08 2.30E+06 1.93E-02 4 217 3/2/1995 1 5.2 1105 3 8.1 6.1 507.3 32.4 0.15 2 5.60E+08 3.43E+06 2.88E-02 4 217 3/2/1995 1 5.2 1105 3 8.1 6.1 499.1 32.6 0.15 2 5.65E+08 4.02E+06 3.37E-02 4 217 3/2/1995 1 5.2 1105 4 8.1 6.1 512.9 32.7 0.15 2 5.84E+08 5.78E+06 4.85E-02 4 217 3/2/1995 1 5.2 1105 4 8.1 6.1 514.9 32.5 0.15 2 5.72E+08 4.66E+06 3.91E-02 4 217 3/2/1995 1 5.2 1105 4 8.1 6.1 506.7 32.8 0.15 2 5.83E+08 5.68E+06 4.76E-02 4 217 3/2/1995 1 5.2 1105 4 8.1 6.1 503.9 32.8 0.15 2 5.83E+08 5.64E+06 4.73E-02 4 217 3/2/1995 1 23.8 1107 2 8.1 6.1 417 29.8 0.15 2 3.28E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 2 8.1 6.1 408.7 30 0.15 2 3.33E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 2 8.1 6.1 421.6 29.6 0.15 2 3.26E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 2 8.1 6.1 409.7 30.2 0.15 2 3.39E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 3 8.1 6.1 396.3 30.7 0.15 2 3.53E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 3 8.1 6.1 396.3 30.7 0.15 2 3.53E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 3 8.1 6.1 396.4 30.7 0.15 2 3.52E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 3 8.1 6.1 397.5 30.7 0.15 2 3.53E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 4 8.1 6.1 393.2 31.6 0.15 2 3.94E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 4 8.1 6.1 392.6 31.7 0.15 2 3.96E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 4 8.1 6.1 394.4 31.5 0.15 2 3.90E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 23.8 1107 4 8.1 6.1 392.4 31.6 0.15 2 3.89E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 37.5 1112 2 8.1 6.1 419.6 33 0.15 2 4.95E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 37.5 1112 2 8.1 6.1 418.4 33.2 0.15 2 5.09E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 37.5 1112 2 8.1 6.1 418.2 33.1 0.15 2 5.00E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 37.5 1112 2 8.1 6.1 418.4 33.2 0.15 2 5.09E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 37.5 1112 3 8.1 6.1 402.6 33.7 0.15 2 5.17E+08 1.19E+04 1.00E-04

F-14 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 3/2/1995 1 37.5 1112 3 8.1 6.1 402.6 33.7 0.15 2 5.17E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 37.5 1112 3 8.1 6.1 402.1 33.7 0.15 2 5.16E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 37.5 1112 3 8.1 6.1 402.1 33.7 0.15 2 5.16E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 37.5 1112 4 8.1 6.1 398.2 34.4 0.15 2 5.55E+08 2.86E+06 2.40E-02 4 217 3/2/1995 1 37.5 1112 4 8.1 6.1 398.6 34.4 0.15 2 5.56E+08 2.92E+06 2.45E-02 4 217 3/2/1995 1 37.5 1112 4 8.1 6.1 397.3 34.5 0.15 2 5.60E+08 3.42E+06 2.87E-02 4 217 3/2/1995 1 37.5 1112 4 8.1 6.1 398.8 34.4 0.15 2 5.57E+08 3.12E+06 2.62E-02 4 217 3/2/1995 1 56.4 1115 2 8.1 6.1 352.1 34.8 0.15 2 5.17E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 56.4 1115 2 8.1 6.1 348.2 35.1 0.15 2 5.29E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 56.4 1115 2 8.1 6.1 351.1 35.1 0.15 2 5.31E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 56.4 1115 2 8.1 6.1 347.7 35.2 0.15 2 5.35E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 56.4 1115 3 8.1 6.1 338.3 35.4 0.15 2 5.32E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 56.4 1115 3 8.1 6.1 342.3 35.5 0.15 2 5.42E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 56.4 1115 3 8.1 6.1 340.5 35.4 0.15 2 5.35E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 56.4 1115 3 8.1 6.1 340.1 35.4 0.15 2 5.35E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 56.4 1115 4 8.1 6.1 345.8 35.5 0.15 2 5.47E+08 1.65E+06 1.38E-02 4 217 3/2/1995 1 56.4 1115 4 8.1 6.1 347.3 35.4 0.15 2 5.43E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 56.4 1115 4 8.1 6.1 345.5 35.5 0.15 2 5.47E+08 1.53E+06 1.28E-02 4 217 3/2/1995 1 56.4 1115 4 8.1 6.1 345.8 35.5 0.15 2 5.47E+08 1.65E+06 1.38E-02 4 217 3/2/1995 1 69.2 1117 2 8.1 6.1 326.2 35.9 0.15 2 5.39E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 69.2 1117 2 8.1 6.1 326.8 35.9 0.15 2 5.40E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 69.2 1117 2 8.1 6.1 327.4 35.9 0.15 2 5.41E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 69.2 1117 2 8.1 6.1 323.9 36.1 0.15 2 5.48E+08 1.69E+06 1.42E-02 4 217 3/2/1995 1 69.2 1117 3 8.1 6.1 323.3 36.1 0.15 2 5.47E+08 1.61E+06 1.35E-02 4 217 3/2/1995 1 69.2 1117 3 8.1 6.1 321.7 36.3 0.15 2 5.59E+08 3.29E+06 2.76E-02 4 217 3/2/1995 1 69.2 1117 3 8.1 6.1 307.4 37.1 0.15 2 5.84E+08 5.78E+06 4.85E-02 4 217 3/2/1995 1 69.2 1117 3 8.1 6.1 312.2 36.6 0.15 2 5.62E+08 3.63E+06 3.04E-02 4 217 3/2/1995 1 69.2 1117 4 8.1 6.1 319.5 36.9 0.15 2 5.90E+08 6.29E+06 5.27E-02

F-15 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 3/2/1995 1 69.2 1117 4 8.1 6.1 324 36.6 0.15 2 5.79E+08 5.38E+06 4.51E-02 4 217 3/2/1995 1 69.2 1117 4 8.1 6.1 321.3 36.7 0.15 2 5.80E+08 5.46E+06 4.58E-02 4 217 3/2/1995 1 69.2 1117 4 8.1 6.1 316.9 36.8 0.15 2 5.80E+08 5.41E+06 4.54E-02 4 217 3/2/1995 1 87.8 1120 2 8.1 6.1 353.2 33.2 0.15 2 4.31E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 2 8.1 6.1 356.8 33.1 0.15 2 4.26E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 2 8.1 6.1 368.2 32.5 0.15 2 4.11E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 2 8.1 6.1 352.8 33.3 0.15 2 4.35E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 3 8.1 6.1 355.3 33.2 0.15 2 4.31E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 3 8.1 6.1 339.6 33.8 0.15 2 4.41E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 3 8.1 6.1 351.2 33.4 0.15 2 4.35E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 3 8.1 6.1 349.2 33.5 0.15 2 4.40E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 4 8.1 6.1 359.5 33.8 0.15 2 4.66E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 4 8.1 6.1 355.5 33.7 0.15 2 4.59E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 4 8.1 6.1 359.5 33.7 0.15 2 4.61E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 87.8 1120 4 8.1 6.1 356.8 33.8 0.15 2 4.64E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 2 8.1 6.1 460.9 30.3 0.15 2 3.90E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 2 8.1 6.1 451.2 30.6 0.15 2 3.98E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 2 8.1 6.1 451.2 30.6 0.15 2 3.98E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 2 8.1 6.1 462.5 30.3 0.15 2 3.91E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 3 8.1 6.1 458.3 30.7 0.15 2 4.07E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 3 8.1 6.1 459.2 30.6 0.15 2 4.04E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 3 8.1 6.1 459.6 30.5 0.15 2 3.99E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 3 8.1 6.1 461.8 30.5 0.15 2 4.00E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 4 8.1 6.1 471.1 30.8 0.15 2 4.22E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 4 8.1 6.1 459 31.1 0.15 2 4.32E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 4 8.1 6.1 464.3 31.1 0.15 2 4.33E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 101.2 1126 4 8.1 6.1 466.2 31 0.15 2 4.31E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 2 8.1 6.1 430.3 28.4 0.15 2 2.78E+08 1.19E+04 1.00E-04

F-16 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 3/2/1995 1 119.5 1129 2 8.1 6.1 435.7 28.1 0.15 2 2.72E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 2 8.1 6.1 438.4 28.3 0.15 2 2.80E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 2 8.1 6.1 434.8 28.2 0.15 2 2.76E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 3 8.1 6.1 437.5 28.4 0.15 2 2.84E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 3 8.1 6.1 443.9 28.3 0.15 2 2.83E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 3 8.1 6.1 437.5 28.4 0.15 2 2.84E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 3 8.1 6.1 446.4 28.2 0.15 2 2.82E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 4 8.1 6.1 448.5 28.9 0.15 2 3.11E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 4 8.1 6.1 448.5 28.9 0.15 2 3.11E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 4 8.1 6.1 447.4 28.9 0.15 2 3.14E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 119.5 1129 4 8.1 6.1 444.6 29 0.15 2 3.15E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 2 8.1 6.1 496.9 30.4 0.15 2 4.24E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 2 8.1 6.1 487.5 30.7 0.15 2 4.33E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 2 8.1 6.1 498.9 30.2 0.15 2 4.16E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 2 8.1 6.1 499.8 30.2 0.15 2 4.17E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 3 8.1 6.1 488.7 30.5 0.15 2 4.22E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 3 8.1 6.1 484.6 30.6 0.15 2 4.26E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 3 8.1 6.1 485.3 30.6 0.15 2 4.23E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 3 8.1 6.1 474.1 31 0.15 2 4.38E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 4 8.1 6.1 482.5 31.1 0.15 2 4.52E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 4 8.1 6.1 487.8 30.9 0.15 2 4.46E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 4 8.1 6.1 481.7 31.1 0.15 2 4.48E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 133.5 1132 4 8.1 6.1 476.2 31.4 0.15 2 4.64E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 2 8.1 6.1 362.8 31.2 0.15 2 3.45E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 2 8.1 6.1 357.5 31.4 0.15 2 3.49E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 2 8.1 6.1 362.4 31.3 0.15 2 3.48E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 2 8.1 6.1 363.7 31.3 0.15 2 3.49E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 3 8.1 6.1 354.6 31.7 0.15 2 3.58E+08 1.19E+04 1.00E-04

F-17 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 3/2/1995 1 146.9 1134 3 8.1 6.1 353.2 31.8 0.15 2 3.59E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 3 8.1 6.1 356.5 31.6 0.15 2 3.57E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 3 8.1 6.1 353.7 31.7 0.15 2 3.59E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 4 8.1 6.1 335.9 32.8 0.15 2 3.87E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 4 8.1 6.1 351.8 32.2 0.15 2 3.78E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 4 8.1 6.1 352.4 32.2 0.15 2 3.80E+08 1.19E+04 1.00E-04 4 217 3/2/1995 1 146.9 1134 4 8.1 6.1 350.1 32.2 0.15 2 3.78E+08 1.19E+04 1.00E-04 4 217 11/5/1997 1 5.2 1051 2 8.1 6.1 645.3 32.2 0.15 2 6.94E+08 1.35E+07 1.13E-01 4 217 11/5/1997 1 5.2 1051 2 8.1 6.1 649 32 0.15 2 6.78E+08 1.25E+07 1.05E-01 4 217 11/5/1997 1 5.2 1051 2 8.1 6.1 649.8 31.9 0.15 2 6.75E+08 1.22E+07 1.03E-01 4 217 11/5/1997 1 5.2 1051 2 8.1 6.1 652 31.9 0.15 2 6.77E+08 1.24E+07 1.04E-01 4 217 11/5/1997 1 5.2 1051 3 8.1 6.1 640.1 31.8 0.15 2 6.55E+08 1.09E+07 9.16E-02 4 217 11/5/1997 1 5.2 1051 3 8.1 6.1 634.5 32.1 0.15 2 6.76E+08 1.24E+07 1.04E-01 4 217 11/5/1997 1 5.2 1051 3 8.1 6.1 636.6 32.1 0.15 2 6.75E+08 1.23E+07 1.03E-01 4 217 11/5/1997 1 5.2 1051 3 8.1 6.1 632.8 32.1 0.15 2 6.74E+08 1.22E+07 1.03E-01 4 217 11/5/1997 1 5.2 1051 4 8.1 6.1 620.2 32.2 0.15 2 6.70E+08 1.20E+07 1.00E-01 4 217 11/5/1997 1 5.2 1051 4 8.1 6.1 604.9 32.7 0.15 2 6.95E+08 1.36E+07 1.14E-01 4 217 11/5/1997 1 5.2 1051 4 8.1 6.1 613.7 32.4 0.15 2 6.77E+08 1.24E+07 1.04E-01 4 217 11/5/1997 1 5.2 1051 4 8.1 6.1 605.5 32.7 0.15 2 6.96E+08 1.36E+07 1.14E-01 4 217 11/5/1997 1 23.8 1055 2 8.1 6.1 462.8 35.4 0.15 2 7.29E+08 1.58E+07 1.33E-01 4 217 11/5/1997 1 23.8 1055 2 8.1 6.1 463.6 35.4 0.15 2 7.31E+08 1.59E+07 1.34E-01 4 217 11/5/1997 1 23.8 1055 2 8.1 6.1 462.8 35.4 0.15 2 7.29E+08 1.58E+07 1.33E-01 4 217 11/5/1997 1 23.8 1055 2 8.1 6.1 457.4 35.5 0.15 2 7.26E+08 1.56E+07 1.31E-01 4 217 11/5/1997 1 23.8 1055 3 8.1 6.1 439.6 35.3 0.15 2 6.81E+08 1.27E+07 1.06E-01 4 217 11/5/1997 1 23.8 1055 3 8.1 6.1 437.9 35.7 0.15 2 7.15E+08 1.49E+07 1.25E-01 4 217 11/5/1997 1 23.8 1055 3 8.1 6.1 441.1 35.5 0.15 2 6.99E+08 1.39E+07 1.16E-01 4 217 11/5/1997 1 23.8 1055 3 8.1 6.1 451 35.1 0.15 2 6.86E+08 1.30E+07 1.09E-01 4 217 11/5/1997 1 23.8 1055 4 8.1 6.1 434 34.9 0.15 2 6.42E+08 1.00E+07 8.42E-02

F-18 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 11/5/1997 1 23.8 1055 4 8.1 6.1 416.1 35.7 0.15 2 6.74E+08 1.22E+07 1.02E-01 4 217 11/5/1997 1 23.8 1055 4 8.1 6.1 418.3 35.5 0.15 2 6.61E+08 1.13E+07 9.49E-02 4 217 11/5/1997 1 23.8 1055 4 8.1 6.1 425.3 35.3 0.15 2 6.60E+08 1.13E+07 9.48E-02 4 217 11/5/1997 1 37.5 1057 2 8.1 6.1 560.3 34.3 0.15 2 7.75E+08 1.88E+07 1.58E-01 4 217 11/5/1997 1 37.5 1057 2 8.1 6.1 528.8 35.6 0.15 2 8.45E+08 2.37E+07 1.99E-01 4 217 11/5/1997 1 37.5 1057 2 8.1 6.1 569.4 34.4 0.15 2 7.95E+08 2.02E+07 1.70E-01 4 217 11/5/1997 1 37.5 1057 2 8.1 6.1 696.7 29.8 0.15 2 5.52E+08 2.39E+06 2.00E-02 4 217 11/5/1997 1 37.5 1057 3 8.1 6.1 562.1 33.2 0.15 2 6.85E+08 1.30E+07 1.09E-01 4 217 11/5/1997 1 37.5 1057 3 8.1 6.1 569.9 33.1 0.15 2 6.81E+08 1.27E+07 1.06E-01 4 217 11/5/1997 1 37.5 1057 3 8.1 6.1 570.3 33.2 0.15 2 6.97E+08 1.37E+07 1.15E-01 4 217 11/5/1997 1 37.5 1057 3 8.1 6.1 553.5 33.6 0.15 2 7.02E+08 1.41E+07 1.18E-01 4 217 11/5/1997 1 37.5 1057 4 8.1 6.1 531.7 33.4 0.15 2 6.60E+08 1.13E+07 9.46E-02 4 217 11/5/1997 1 37.5 1057 4 8.1 6.1 535.3 33.4 0.15 2 6.68E+08 1.18E+07 9.89E-02 4 217 11/5/1997 1 37.5 1057 4 8.1 6.1 545.4 33.1 0.15 2 6.51E+08 1.07E+07 8.98E-02 4 217 11/5/1997 1 37.5 1057 4 8.1 6.1 547 33 0.15 2 6.52E+08 1.07E+07 9.00E-02 4 217 11/5/1997 1 56.4 1101 2 8.1 6.1 438.9 37.6 0.15 2 8.75E+08 2.59E+07 2.17E-01 4 217 11/5/1997 1 56.4 1101 2 8.1 6.1 479.6 35.5 0.15 2 7.60E+08 1.79E+07 1.50E-01 4 217 11/5/1997 1 56.4 1101 2 8.1 6.1 492.9 35.1 0.15 2 7.52E+08 1.74E+07 1.46E-01 4 217 11/5/1997 1 56.4 1101 2 8.1 6.1 485.9 35.6 0.15 2 7.81E+08 1.93E+07 1.62E-01 4 217 11/5/1997 1 56.4 1101 3 8.1 6.1 476.4 35.6 0.15 2 7.64E+08 1.82E+07 1.52E-01 4 217 11/5/1997 1 56.4 1101 3 8.1 6.1 466.5 36 0.15 2 7.87E+08 1.97E+07 1.65E-01 4 217 11/5/1997 1 56.4 1101 3 8.1 6.1 482.4 35.4 0.15 2 7.59E+08 1.78E+07 1.49E-01 4 217 11/5/1997 1 56.4 1101 3 8.1 6.1 470.9 35.9 0.15 2 7.81E+08 1.93E+07 1.62E-01 4 217 11/5/1997 1 56.4 1101 4 8.1 6.1 474.9 35 0.15 2 7.09E+08 1.45E+07 1.21E-01 4 217 11/5/1997 1 56.4 1101 4 8.1 6.1 488.3 34.3 0.15 2 6.77E+08 1.24E+07 1.04E-01 4 217 11/5/1997 1 56.4 1101 4 8.1 6.1 466.5 35.3 0.15 2 7.27E+08 1.57E+07 1.31E-01 4 217 11/5/1997 1 56.4 1101 4 8.1 6.1 511.3 33.6 0.15 2 6.52E+08 1.07E+07 8.99E-02 4 217 11/5/1997 1 69.2 1103 2 8.1 6.1 425.6 38.3 0.15 2 9.18E+08 2.91E+07 2.44E-01

F-19 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 11/5/1997 1 69.2 1103 2 8.1 6.1 444.6 37.5 0.15 2 8.75E+08 2.59E+07 2.17E-01 4 217 11/5/1997 1 69.2 1103 2 8.1 6.1 443.8 37.7 0.15 2 8.95E+08 2.74E+07 2.29E-01 4 217 11/5/1997 1 69.2 1103 2 8.1 6.1 493.1 35.5 0.15 2 7.85E+08 1.95E+07 1.64E-01 4 217 11/5/1997 1 69.2 1103 3 8.1 6.1 427.1 37.8 0.15 2 8.69E+08 2.54E+07 2.13E-01 4 217 11/5/1997 1 69.2 1103 3 8.1 6.1 402.9 38.9 0.15 2 9.20E+08 2.92E+07 2.45E-01 4 217 11/5/1997 1 69.2 1103 3 8.1 6.1 426 37.8 0.15 2 8.67E+08 2.52E+07 2.12E-01 4 217 11/5/1997 1 69.2 1103 3 8.1 6.1 424.7 38 0.15 2 8.85E+08 2.65E+07 2.23E-01 4 217 11/5/1997 1 69.2 1103 4 8.1 6.1 422.9 37 0.15 2 7.96E+08 2.03E+07 1.70E-01 4 217 11/5/1997 1 69.2 1103 4 8.1 6.1 409.1 37.7 0.15 2 8.28E+08 2.25E+07 1.89E-01 4 217 11/5/1997 1 69.2 1103 4 8.1 6.1 390.6 38.4 0.15 2 8.52E+08 2.42E+07 2.03E-01 4 217 11/5/1997 1 69.2 1103 4 8.1 6.1 403.5 38.1 0.15 2 8.48E+08 2.39E+07 2.00E-01 4 217 11/5/1997 1 87.8 1107 2 8.1 6.1 455.5 36.9 0.15 2 8.41E+08 2.34E+07 1.96E-01 4 217 11/5/1997 1 87.8 1107 2 8.1 6.1 418.2 38.7 0.15 2 9.39E+08 3.07E+07 2.58E-01 4 217 11/5/1997 1 87.8 1107 2 8.1 6.1 443.6 37.3 0.15 2 8.61E+08 2.48E+07 2.08E-01 4 217 11/5/1997 1 87.8 1107 2 8.1 6.1 466.4 36.5 0.15 2 8.23E+08 2.21E+07 1.86E-01 4 217 11/5/1997 1 87.8 1107 3 8.1 6.1 414.9 38.1 0.15 2 8.78E+08 2.60E+07 2.18E-01 4 217 11/5/1997 1 87.8 1107 3 8.1 6.1 443.4 37.4 0.15 2 8.66E+08 2.52E+07 2.11E-01 4 217 11/5/1997 1 87.8 1107 3 8.1 6.1 368.8 40 0.15 2 9.47E+08 3.14E+07 2.63E-01 4 217 11/5/1997 1 87.8 1107 3 8.1 6.1 405.6 38.5 0.15 2 8.87E+08 2.67E+07 2.24E-01 4 217 11/5/1997 1 87.8 1107 4 8.1 6.1 420.1 36.9 0.15 2 7.81E+08 1.92E+07 1.61E-01 4 217 11/5/1997 1 87.8 1107 4 8.1 6.1 418.9 37 0.15 2 7.87E+08 1.97E+07 1.65E-01 4 217 11/5/1997 1 87.8 1107 4 8.1 6.1 430.3 36.4 0.15 2 7.55E+08 1.75E+07 1.47E-01 4 217 11/5/1997 1 87.8 1107 4 8.1 6.1 411.4 37.3 0.15 2 7.98E+08 2.04E+07 1.71E-01 4 217 11/5/1997 1 101.2 1109 2 8.1 6.1 483.6 37.8 0.15 2 9.89E+08 3.49E+07 2.93E-01 4 217 11/5/1997 1 101.2 1109 2 8.1 6.1 444.2 38.6 0.15 2 9.90E+08 3.50E+07 2.93E-01 4 217 11/5/1997 1 101.2 1109 2 8.1 6.1 524.2 36.3 0.15 2 9.13E+08 2.87E+07 2.41E-01 4 217 11/5/1997 1 101.2 1109 2 8.1 6.1 520.6 36.8 0.15 2 9.50E+08 3.16E+07 2.65E-01 4 217 11/5/1997 1 101.2 1109 3 8.1 6.1 495.6 36.6 0.15 2 8.90E+08 2.70E+07 2.26E-01

F-20 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 11/5/1997 1 101.2 1109 3 8.1 6.1 506.4 36.4 0.15 2 8.86E+08 2.67E+07 2.24E-01 4 217 11/5/1997 1 101.2 1109 3 8.1 6.1 482.4 37.3 0.15 2 9.31E+08 3.01E+07 2.52E-01 4 217 11/5/1997 1 101.2 1109 3 8.1 6.1 456.5 38.3 0.15 2 9.86E+08 3.46E+07 2.90E-01 4 217 11/5/1997 1 101.2 1109 4 8.1 6.1 486.9 36.3 0.15 2 8.48E+08 2.39E+07 2.01E-01 4 217 11/5/1997 1 101.2 1109 4 8.1 6.1 497 36 0.15 2 8.34E+08 2.29E+07 1.92E-01 4 217 11/5/1997 1 101.2 1109 4 8.1 6.1 508.6 35.6 0.15 2 8.15E+08 2.16E+07 1.81E-01 4 217 11/5/1997 1 101.2 1109 4 8.1 6.1 532.9 34.8 0.15 2 7.81E+08 1.92E+07 1.61E-01 4 217 11/5/1997 1 119.5 1111 2 8.1 6.1 616.5 33.3 0.15 2 7.60E+08 1.79E+07 1.50E-01 4 217 11/5/1997 1 119.5 1111 2 8.1 6.1 558.9 35.2 0.15 2 8.59E+08 2.47E+07 2.07E-01 4 217 11/5/1997 1 119.5 1111 2 8.1 6.1 580.5 34.6 0.15 2 8.32E+08 2.28E+07 1.91E-01 4 217 11/5/1997 1 119.5 1111 2 8.1 6.1 494.8 37 0.15 2 9.31E+08 3.01E+07 2.53E-01 4 217 11/5/1997 1 119.5 1111 3 8.1 6.1 572.9 33.9 0.15 2 7.52E+08 1.73E+07 1.45E-01 4 217 11/5/1997 1 119.5 1111 3 8.1 6.1 585.6 33.4 0.15 2 7.29E+08 1.58E+07 1.33E-01 4 217 11/5/1997 1 119.5 1111 3 8.1 6.1 594.7 33.2 0.15 2 7.24E+08 1.55E+07 1.30E-01 4 217 11/5/1997 1 119.5 1111 3 8.1 6.1 554.5 34.3 0.15 2 7.69E+08 1.85E+07 1.55E-01 4 217 11/5/1997 1 119.5 1111 4 8.1 6.1 566.2 33.5 0.15 2 7.16E+08 1.50E+07 1.26E-01 4 217 11/5/1997 1 119.5 1111 4 8.1 6.1 576.4 33.6 0.15 2 7.37E+08 1.64E+07 1.37E-01 4 217 11/5/1997 1 119.5 1111 4 8.1 6.1 551.6 34 0.15 2 7.40E+08 1.65E+07 1.39E-01 4 217 11/5/1997 1 119.5 1111 4 8.1 6.1 552.1 34 0.15 2 7.40E+08 1.66E+07 1.39E-01 4 217 11/5/1997 1 133.5 1113 2 8.1 6.1 437.5 39.2 0.15 2 1.03E+09 3.88E+07 3.25E-01 4 217 11/5/1997 1 133.5 1113 2 8.1 6.1 453.3 38.7 0.15 2 1.02E+09 3.76E+07 3.15E-01 4 217 11/5/1997 1 133.5 1113 2 8.1 6.1 444.7 39 0.15 2 1.03E+09 3.84E+07 3.22E-01 4 217 11/5/1997 1 133.5 1113 2 8.1 6.1 452.4 39 0.15 2 1.04E+09 3.98E+07 3.34E-01 4 217 11/5/1997 1 133.5 1113 3 8.1 6.1 439.5 38.7 0.15 2 9.89E+08 3.48E+07 2.92E-01 4 217 11/5/1997 1 133.5 1113 3 8.1 6.1 441.8 38.7 0.15 2 9.94E+08 3.53E+07 2.96E-01 4 217 11/5/1997 1 133.5 1113 3 8.1 6.1 474.6 37.3 0.15 2 9.19E+08 2.91E+07 2.44E-01 4 217 11/5/1997 1 133.5 1113 3 8.1 6.1 444.3 38.5 0.15 2 9.71E+08 3.33E+07 2.80E-01 4 217 11/5/1997 1 133.5 1113 4 8.1 6.1 431.7 38 0.15 2 9.00E+08 2.77E+07 2.32E-01

F-21 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 11/5/1997 1 133.5 1113 4 8.1 6.1 413.1 39 0.15 2 9.60E+08 3.24E+07 2.72E-01 4 217 11/5/1997 1 133.5 1113 4 8.1 6.1 443.6 37.7 0.15 2 8.94E+08 2.73E+07 2.29E-01 4 217 11/5/1997 1 133.5 1113 4 8.1 6.1 422.8 38.7 0.15 2 9.49E+08 3.16E+07 2.65E-01 4 217 11/5/1997 1 146.9 1115 2 8.1 6.1 496.2 34 0.15 2 6.64E+08 1.15E+07 9.68E-02 4 217 11/5/1997 1 146.9 1115 2 8.1 6.1 473 34.7 0.15 2 6.85E+08 1.29E+07 1.09E-01 4 217 11/5/1997 1 146.9 1115 2 8.1 6.1 494.3 34.2 0.15 2 6.73E+08 1.22E+07 1.02E-01 4 217 11/5/1997 1 146.9 1115 2 8.1 6.1 482.3 34.5 0.15 2 6.84E+08 1.29E+07 1.08E-01 4 217 11/5/1997 1 146.9 1115 3 8.1 6.1 473.2 34.2 0.15 2 6.47E+08 1.04E+07 8.70E-02 4 217 11/5/1997 1 146.9 1115 3 8.1 6.1 474.5 34.1 0.15 2 6.40E+08 9.93E+06 8.33E-02 4 217 11/5/1997 1 146.9 1115 3 8.1 6.1 491.8 33.5 0.15 2 6.17E+08 8.32E+06 6.98E-02 4 217 11/5/1997 1 146.9 1115 3 8.1 6.1 464.6 34.3 0.15 2 6.46E+08 1.03E+07 8.67E-02 4 217 11/5/1997 1 146.9 1115 4 8.1 6.1 466.4 33.5 0.15 2 5.88E+08 6.11E+06 5.12E-02 4 217 11/5/1997 1 146.9 1115 4 8.1 6.1 451.4 34.2 0.15 2 6.15E+08 8.19E+06 6.87E-02 4 217 11/5/1997 1 146.9 1115 4 8.1 6.1 447.6 34.4 0.15 2 6.25E+08 8.91E+06 7.47E-02 4 217 11/5/1997 1 146.9 1115 4 8.1 6.1 463.9 33.7 0.15 2 5.99E+08 6.98E+06 5.85E-02 4 217 1/8/1999 1 5.2 1148 2 8.1 6.1 638.9 30.8 0.15 2 5.75E+08 4.97E+06 4.17E-02 4 217 1/8/1999 1 5.2 1148 2 8.1 6.1 550.1 33.4 0.15 2 6.83E+08 1.28E+07 1.07E-01 4 217 1/8/1999 1 5.2 1148 2 8.1 6.1 650.2 30.4 0.15 2 5.58E+08 3.26E+06 2.73E-02 4 217 1/8/1999 1 5.2 1148 2 8.1 6.1 634.3 31.2 0.15 2 5.98E+08 6.89E+06 5.78E-02 4 217 1/8/1999 1 5.2 1148 3 8.1 6.1 623.1 30.8 0.15 2 5.59E+08 3.29E+06 2.76E-02 4 217 1/8/1999 1 5.2 1148 3 8.1 6.1 632.6 30.5 0.15 2 5.50E+08 2.17E+06 1.82E-02 4 217 1/8/1999 1 5.2 1148 3 8.1 6.1 619 31 0.15 2 5.74E+08 4.88E+06 4.09E-02 4 217 1/8/1999 1 5.2 1148 3 8.1 6.1 618.3 31 0.15 2 5.73E+08 4.82E+06 4.04E-02 4 217 1/8/1999 1 5.2 1148 4 8.1 6.1 599.8 30.9 0.15 2 5.48E+08 1.81E+06 1.52E-02 4 217 1/8/1999 1 5.2 1148 4 8.1 6.1 603.4 30.9 0.15 2 5.52E+08 2.36E+06 1.98E-02 4 217 1/8/1999 1 5.2 1148 4 8.1 6.1 592.3 31.2 0.15 2 5.61E+08 3.60E+06 3.02E-02 4 217 1/8/1999 1 5.2 1148 4 8.1 6.1 598.2 30.9 0.15 2 5.45E+08 9.78E+05 8.20E-03

F-22 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 1/8/1999 1 23.8 1154 2 8.1 6.1 467.1 32.5 0.15 2 5.19E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 23.8 1154 2 8.1 6.1 409.8 34.4 0.15 2 5.70E+08 4.56E+06 3.82E-02 4 217 1/8/1999 1 23.8 1154 2 8.1 6.1 462.6 32.6 0.15 2 5.21E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 23.8 1154 2 8.1 6.1 471.7 32.2 0.15 2 5.10E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 23.8 1154 3 8.1 6.1 437.1 33 0.15 2 5.15E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 23.8 1154 3 8.1 6.1 445.6 32.6 0.15 2 5.06E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 23.8 1154 3 8.1 6.1 439.7 32.9 0.15 2 5.13E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 23.8 1154 3 8.1 6.1 438.5 33 0.15 2 5.18E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 23.8 1154 4 8.1 6.1 409.9 33.3 0.15 2 5.06E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 23.8 1154 4 8.1 6.1 411.5 33.3 0.15 2 5.08E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 23.8 1154 4 8.1 6.1 411.5 33.3 0.15 2 5.08E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 23.8 1154 4 8.1 6.1 400.3 33.6 0.15 2 5.13E+08 1.19E+04 1.00E-04 4 217 1/8/1999 1 37.5 1156 2 8.1 6.1 589.1 32.5 0.15 2 6.56E+08 1.10E+07 9.21E-02 4 217 1/8/1999 1 37.5 1156 2 8.1 6.1 513.9 34.3 0.15 2 7.08E+08 1.44E+07 1.21E-01 4 217 1/8/1999 1 37.5 1156 2 8.1 6.1 582.1 32.2 0.15 2 6.27E+08 8.99E+06 7.54E-02 4 217 1/8/1999 1 37.5 1156 2 8.1 6.1 582.5 32.4 0.15 2 6.39E+08 9.84E+06 8.25E-02 4 217 1/8/1999 1 37.5 1156 3 8.1 6.1 549 32.5 0.15 2 6.13E+08 8.04E+06 6.74E-02 4 217 1/8/1999 1 37.5 1156 3 8.1 6.1 571.9 32 0.15 2 5.98E+08 6.91E+06 5.79E-02 4 217 1/8/1999 1 37.5 1156 3 8.1 6.1 544.1 32.8 0.15 2 6.30E+08 9.22E+06 7.73E-02 4 217 1/8/1999 1 37.5 1156 3 8.1 6.1 571.1 32 0.15 2 5.96E+08 6.73E+06 5.64E-02 4 217 1/8/1999 1 37.5 1156 4 8.1 6.1 512.4 33 0.15 2 6.05E+08 7.47E+06 6.26E-02 4 217 1/8/1999 1 37.5 1156 4 8.1 6.1 506.3 33.3 0.15 2 6.22E+08 8.66E+06 7.26E-02 4 217 1/8/1999 1 37.5 1156 4 8.1 6.1 516.3 32.8 0.15 2 5.99E+08 6.98E+06 5.85E-02 4 217 1/8/1999 1 37.5 1156 4 8.1 6.1 490.6 33.9 0.15 2 6.50E+08 1.06E+07 8.91E-02 4 217 1/8/1999 1 56.4 1158 2 8.1 6.1 480.3 34.5 0.15 2 6.84E+08 1.28E+07 1.08E-01 4 217 1/8/1999 1 56.4 1158 2 8.1 6.1 481.1 34.5 0.15 2 6.85E+08 1.29E+07 1.08E-01 4 217 1/8/1999 1 56.4 1158 2 8.1 6.1 487.1 34.4 0.15 2 6.81E+08 1.27E+07 1.06E-01 4 217 1/8/1999 1 56.4 1158 2 8.1 6.1 486.3 34.4 0.15 2 6.80E+08 1.26E+07 1.06E-01

F-23 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 1/8/1999 1 56.4 1158 3 8.1 6.1 482.1 33.7 0.15 2 6.22E+08 8.66E+06 7.26E-02 4 217 1/8/1999 1 56.4 1158 3 8.1 6.1 463.4 34.2 0.15 2 6.36E+08 9.67E+06 8.11E-02 4 217 1/8/1999 1 56.4 1158 3 8.1 6.1 482.4 33.7 0.15 2 6.24E+08 8.79E+06 7.37E-02 4 217 1/8/1999 1 56.4 1158 3 8.1 6.1 477.3 33.9 0.15 2 6.27E+08 9.05E+06 7.59E-02 4 217 1/8/1999 1 56.4 1158 4 8.1 6.1 460 33.7 0.15 2 5.90E+08 6.30E+06 5.28E-02 4 217 1/8/1999 1 56.4 1158 4 8.1 6.1 464.3 33.5 0.15 2 5.83E+08 5.65E+06 4.74E-02 4 217 1/8/1999 1 56.4 1158 4 8.1 6.1 461.6 33.6 0.15 2 5.92E+08 6.40E+06 5.37E-02 4 217 1/8/1999 1 56.4 1158 4 8.1 6.1 460.4 33.7 0.15 2 5.91E+08 6.34E+06 5.32E-02 4 217 1/8/1999 1 69.2 1201 2 8.1 6.1 475.6 35.3 0.15 2 7.35E+08 1.62E+07 1.36E-01 4 217 1/8/1999 1 69.2 1201 2 8.1 6.1 425.1 36.8 0.15 2 7.80E+08 1.92E+07 1.61E-01 4 217 1/8/1999 1 69.2 1201 2 8.1 6.1 418.5 37.5 0.15 2 8.32E+08 2.28E+07 1.91E-01 4 217 1/8/1999 1 69.2 1201 2 8.1 6.1 423.4 37.4 0.15 2 8.28E+08 2.25E+07 1.89E-01 4 217 1/8/1999 1 69.2 1201 3 8.1 6.1 415.9 36.6 0.15 2 7.44E+08 1.68E+07 1.41E-01 4 217 1/8/1999 1 69.2 1201 3 8.1 6.1 432.3 35.9 0.15 2 7.21E+08 1.53E+07 1.28E-01 4 217 1/8/1999 1 69.2 1201 3 8.1 6.1 432.3 35.9 0.15 2 7.21E+08 1.53E+07 1.28E-01 4 217 1/8/1999 1 69.2 1201 3 8.1 6.1 432.3 35.9 0.15 2 7.21E+08 1.53E+07 1.28E-01 4 217 1/8/1999 1 69.2 1201 4 8.1 6.1 409.3 35.9 0.15 2 6.79E+08 1.25E+07 1.05E-01 4 217 1/8/1999 1 69.2 1201 4 8.1 6.1 407.5 35.8 0.15 2 6.70E+08 1.20E+07 1.00E-01 4 217 1/8/1999 1 69.2 1201 4 8.1 6.1 413.5 35.6 0.15 2 6.67E+08 1.18E+07 9.86E-02 4 217 1/8/1999 1 69.2 1201 4 8.1 6.1 411 35.8 0.15 2 6.74E+08 1.22E+07 1.03E-01 4 217 1/8/1999 1 87.8 1207 2 8.1 6.1 433.8 36.5 0.15 2 7.69E+08 1.85E+07 1.55E-01 4 217 1/8/1999 1 87.8 1207 2 8.1 6.1 426.4 36.8 0.15 2 7.80E+08 1.92E+07 1.61E-01 4 217 1/8/1999 1 87.8 1207 2 8.1 6.1 431.1 36.7 0.15 2 7.81E+08 1.93E+07 1.62E-01 4 217 1/8/1999 1 87.8 1207 2 8.1 6.1 425.9 36.7 0.15 2 7.72E+08 1.86E+07 1.56E-01 4 217 1/8/1999 1 87.8 1207 3 8.1 6.1 413.8 36.6 0.15 2 7.43E+08 1.68E+07 1.41E-01 4 217 1/8/1999 1 87.8 1207 3 8.1 6.1 415.2 36.5 0.15 2 7.34E+08 1.61E+07 1.35E-01 4 217 1/8/1999 1 87.8 1207 3 8.1 6.1 412.3 36.8 0.15 2 7.52E+08 1.73E+07 1.45E-01 4 217 1/8/1999 1 87.8 1207 3 8.1 6.1 416.9 36.6 0.15 2 7.49E+08 1.71E+07 1.44E-01

F-24 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 1/8/1999 1 87.8 1207 4 8.1 6.1 403.9 36.2 0.15 2 6.93E+08 1.35E+07 1.13E-01 4 217 1/8/1999 1 87.8 1207 4 8.1 6.1 396.6 36.5 0.15 2 7.07E+08 1.44E+07 1.21E-01 4 217 1/8/1999 1 87.8 1207 4 8.1 6.1 417 35.5 0.15 2 6.65E+08 1.16E+07 9.75E-02 4 217 1/8/1999 1 87.8 1207 4 8.1 6.1 390.7 36.8 0.15 2 7.17E+08 1.50E+07 1.26E-01 4 217 1/8/1999 1 101.2 1210 2 8.1 6.1 492.5 36 0.15 2 8.30E+08 2.26E+07 1.90E-01 4 217 1/8/1999 1 101.2 1210 2 8.1 6.1 505.3 35.8 0.15 2 8.30E+08 2.26E+07 1.90E-01 4 217 1/8/1999 1 101.2 1210 2 8.1 6.1 500.8 35.6 0.15 2 8.07E+08 2.10E+07 1.76E-01 4 217 1/8/1999 1 101.2 1210 2 8.1 6.1 536.7 34.5 0.15 2 7.65E+08 1.82E+07 1.52E-01 4 217 1/8/1999 1 101.2 1210 3 8.1 6.1 508.1 34.8 0.15 2 7.46E+08 1.69E+07 1.42E-01 4 217 1/8/1999 1 101.2 1210 3 8.1 6.1 511 34.8 0.15 2 7.48E+08 1.71E+07 1.43E-01 4 217 1/8/1999 1 101.2 1210 3 8.1 6.1 491.2 35.5 0.15 2 7.79E+08 1.92E+07 1.61E-01 4 217 1/8/1999 1 101.2 1210 3 8.1 6.1 495.1 35.5 0.15 2 7.83E+08 1.94E+07 1.63E-01 4 217 1/8/1999 1 101.2 1210 4 8.1 6.1 490.7 34.9 0.15 2 7.28E+08 1.58E+07 1.32E-01 4 217 1/8/1999 1 101.2 1210 4 8.1 6.1 491.4 34.7 0.15 2 7.14E+08 1.48E+07 1.25E-01 4 217 1/8/1999 1 101.2 1210 4 8.1 6.1 486.8 34.9 0.15 2 7.25E+08 1.56E+07 1.31E-01 4 217 1/8/1999 1 101.2 1210 4 8.1 6.1 482.7 35.1 0.15 2 7.34E+08 1.61E+07 1.35E-01 4 217 1/8/1999 1 119.5 1212 2 8.1 6.1 634.2 32.4 0.15 2 6.99E+08 1.38E+07 1.16E-01 4 217 1/8/1999 1 119.5 1212 2 8.1 6.1 633.1 32.4 0.15 2 6.98E+08 1.38E+07 1.15E-01 4 217 1/8/1999 1 119.5 1212 2 8.1 6.1 662.6 31.5 0.15 2 6.56E+08 1.10E+07 9.22E-02 4 217 1/8/1999 1 119.5 1212 2 8.1 6.1 660.3 31.5 0.15 2 6.53E+08 1.08E+07 9.09E-02 4 217 1/8/1999 1 119.5 1212 3 8.1 6.1 624 31.8 0.15 2 6.40E+08 9.96E+06 8.35E-02 4 217 1/8/1999 1 119.5 1212 3 8.1 6.1 618.9 32.1 0.15 2 6.60E+08 1.12E+07 9.43E-02 4 217 1/8/1999 1 119.5 1212 3 8.1 6.1 626.4 31.9 0.15 2 6.53E+08 1.08E+07 9.05E-02 4 217 1/8/1999 1 119.5 1212 3 8.1 6.1 626.4 31.8 0.15 2 6.43E+08 1.01E+07 8.50E-02 4 217 1/8/1999 1 119.5 1212 4 8.1 6.1 583.7 32.5 0.15 2 6.51E+08 1.07E+07 8.97E-02 4 217 1/8/1999 1 119.5 1212 4 8.1 6.1 600.8 32 0.15 2 6.32E+08 9.34E+06 7.83E-02 4 217 1/8/1999 1 119.5 1212 4 8.1 6.1 586.9 32.5 0.15 2 6.53E+08 1.08E+07 9.07E-02 4 217 1/8/1999 1 119.5 1212 4 8.1 6.1 608.9 31.8 0.15 2 6.23E+08 8.72E+06 7.31E-02

F-25 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 1/8/1999 1 133.5 1214 2 8.1 6.1 498.7 34.5 0.15 2 7.04E+08 1.42E+07 1.19E-01 4 217 1/8/1999 1 133.5 1214 2 8.1 6.1 472.1 35.8 0.15 2 7.73E+08 1.87E+07 1.57E-01 4 217 1/8/1999 1 133.5 1214 2 8.1 6.1 463.8 36.3 0.15 2 8.02E+08 2.07E+07 1.73E-01 4 217 1/8/1999 1 133.5 1214 2 8.1 6.1 464.6 36.3 0.15 2 8.03E+08 2.08E+07 1.74E-01 4 217 1/8/1999 1 133.5 1214 3 8.1 6.1 436.3 36.9 0.15 2 8.09E+08 2.12E+07 1.77E-01 4 217 1/8/1999 1 133.5 1214 3 8.1 6.1 443.5 36.6 0.15 2 7.94E+08 2.02E+07 1.69E-01 4 217 1/8/1999 1 133.5 1214 3 8.1 6.1 437.4 36.9 0.15 2 8.11E+08 2.13E+07 1.79E-01 4 217 1/8/1999 1 133.5 1214 3 8.1 6.1 447.2 36.3 0.15 2 7.80E+08 1.92E+07 1.61E-01 4 217 1/8/1999 1 133.5 1214 4 8.1 6.1 427.9 36.3 0.15 2 7.46E+08 1.69E+07 1.42E-01 4 217 1/8/1999 1 133.5 1214 4 8.1 6.1 414.6 37 0.15 2 7.80E+08 1.92E+07 1.61E-01 4 217 1/8/1999 1 133.5 1214 4 8.1 6.1 414.6 37 0.15 2 7.80E+08 1.92E+07 1.61E-01 4 217 1/8/1999 1 133.5 1214 4 8.1 6.1 421.8 36.6 0.15 2 7.59E+08 1.78E+07 1.49E-01 4 217 1/8/1999 1 146.9 1220 2 8.1 6.1 420.6 35.5 0.15 2 6.65E+08 1.16E+07 9.74E-02 4 217 1/8/1999 1 146.9 1220 2 8.1 6.1 390 36.9 0.15 2 7.25E+08 1.55E+07 1.30E-01 4 217 1/8/1999 1 146.9 1220 2 8.1 6.1 426.7 35.2 0.15 2 6.54E+08 1.09E+07 9.10E-02 4 217 1/8/1999 1 146.9 1220 2 8.1 6.1 419 35.5 0.15 2 6.63E+08 1.15E+07 9.64E-02 4 217 1/8/1999 1 146.9 1220 3 8.1 6.1 422.8 34.3 0.15 2 5.86E+08 5.92E+06 4.96E-02 4 217 1/8/1999 1 146.9 1220 3 8.1 6.1 419.7 34.7 0.15 2 6.07E+08 7.58E+06 6.36E-02 4 217 1/8/1999 1 146.9 1220 3 8.1 6.1 376.5 36.2 0.15 2 6.48E+08 1.05E+07 8.78E-02 4 217 1/8/1999 1 146.9 1220 3 8.1 6.1 419.8 34.5 0.15 2 5.91E+08 6.36E+06 5.33E-02 4 217 1/8/1999 1 146.9 1220 4 8.1 6.1 398.9 34.8 0.15 2 5.84E+08 5.74E+06 4.81E-02 4 217 1/8/1999 1 146.9 1220 4 8.1 6.1 404 34.7 0.15 2 5.83E+08 5.68E+06 4.76E-02 4 217 1/8/1999 1 146.9 1220 4 8.1 6.1 399.8 34.8 0.15 2 5.84E+08 5.80E+06 4.86E-02 4 217 1/8/1999 1 146.9 1220 4 8.1 6.1 406.4 34.4 0.15 2 5.68E+08 4.35E+06 3.65E-02 4 217 12/6/2001 1 5.2 934 2 8.1 6.1 670.1 32.6 0.15 2 7.53E+08 1.74E+07 1.46E-01 4 217 12/6/2001 1 5.2 934 2 8.1 6.1 700.1 32.1 0.15 2 7.43E+08 1.68E+07 1.41E-01 4 217 12/6/2001 1 5.2 934 2 8.1 6.1 769.1 30.6 0.15 2 6.74E+08 1.22E+07 1.03E-01 4 217 12/6/2001 1 5.2 934 2 8.1 6.1 773.1 30.4 0.15 2 6.64E+08 1.15E+07 9.67E-02

F-26 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 12/6/2001 1 5.2 934 3 8.1 6.1 636.4 33.4 0.15 2 7.88E+08 1.97E+07 1.66E-01 4 217 12/6/2001 1 5.2 934 3 8.1 6.1 625.5 33.7 0.15 2 8.04E+08 2.08E+07 1.75E-01 4 217 12/6/2001 1 5.2 934 3 8.1 6.1 677.1 32.3 0.15 2 7.41E+08 1.66E+07 1.39E-01 4 217 12/6/2001 1 5.2 934 3 8.1 6.1 624.7 33.8 0.15 2 8.16E+08 2.17E+07 1.82E-01 4 217 12/6/2001 1 5.2 934 4 8.1 6.1 609.5 34.2 0.15 2 8.37E+08 2.31E+07 1.94E-01 4 217 12/6/2001 1 5.2 934 4 8.1 6.1 635.5 33.5 0.15 2 8.00E+08 2.06E+07 1.73E-01 4 217 12/6/2001 1 5.2 934 4 8.1 6.1 635.5 33.5 0.15 2 8.00E+08 2.06E+07 1.73E-01 4 217 12/6/2001 1 5.2 934 4 8.1 6.1 674.4 32.3 0.15 2 7.34E+08 1.62E+07 1.36E-01 4 217 12/6/2001 1 23.8 937 2 8.1 6.1 594.6 30 0.15 2 4.80E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 23.8 937 2 8.1 6.1 622.6 29.6 0.15 2 4.77E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 23.8 937 2 8.1 6.1 611.5 29.9 0.15 2 4.89E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 23.8 937 2 8.1 6.1 622.6 29.6 0.15 2 4.77E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 23.8 937 3 8.1 6.1 540.1 31.6 0.15 2 5.37E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 23.8 937 3 8.1 6.1 539.1 31.6 0.15 2 5.40E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 23.8 937 3 8.1 6.1 548.7 31.3 0.15 2 5.27E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 23.8 937 3 8.1 6.1 539.9 31.6 0.15 2 5.35E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 23.8 937 4 8.1 6.1 540.1 31.6 0.15 2 5.35E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 23.8 937 4 8.1 6.1 529.9 32 0.15 2 5.54E+08 2.65E+06 2.22E-02 4 217 12/6/2001 1 23.8 937 4 8.1 6.1 529.2 31.8 0.15 2 5.43E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 23.8 937 4 8.1 6.1 546.1 31.3 0.15 2 5.23E+08 1.19E+04 1.00E-04 4 217 12/6/2001 1 69.2 948 2 8.1 6.1 459.4 39.3 0.15 2 1.10E+09 4.52E+07 3.79E-01 4 217 12/6/2001 1 69.2 948 2 8.1 6.1 464.6 39.1 0.15 2 1.08E+09 4.34E+07 3.64E-01 4 217 12/6/2001 1 69.2 948 2 8.1 6.1 466.9 39.1 0.15 2 1.09E+09 4.42E+07 3.70E-01 4 217 12/6/2001 1 69.2 948 2 8.1 6.1 465.4 39.1 0.15 2 1.08E+09 4.36E+07 3.66E-01 4 217 12/6/2001 1 69.2 948 3 8.1 6.1 480.1 37.8 0.15 2 9.77E+08 3.38E+07 2.84E-01 4 217 12/6/2001 1 69.2 948 3 8.1 6.1 462.3 38.7 0.15 2 1.04E+09 3.92E+07 3.29E-01 4 217 12/6/2001 1 69.2 948 3 8.1 6.1 485.6 37.6 0.15 2 9.67E+08 3.30E+07 2.77E-01 4 217 12/6/2001 1 69.2 948 3 8.1 6.1 480.1 37.8 0.15 2 9.77E+08 3.38E+07 2.84E-01

F-27 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 12/6/2001 1 69.2 948 4 8.1 6.1 449.1 38.9 0.15 2 1.03E+09 3.85E+07 3.23E-01 4 217 12/6/2001 1 69.2 948 4 8.1 6.1 455.1 38.8 0.15 2 1.03E+09 3.82E+07 3.21E-01 4 217 12/6/2001 1 69.2 948 4 8.1 6.1 459.1 38.5 0.15 2 1.01E+09 3.63E+07 3.04E-01 4 217 12/6/2001 1 69.2 948 4 8.1 6.1 470.2 38.1 0.15 2 9.88E+08 3.47E+07 2.91E-01 4 217 12/6/2001 1 87.8 951 2 8.1 6.1 720.5 30.5 0.15 2 6.23E+08 8.72E+06 7.31E-02 4 217 12/6/2001 1 87.8 951 2 8.1 6.1 769.3 29.6 0.15 2 5.93E+08 6.50E+06 5.45E-02 4 217 12/6/2001 1 87.8 951 2 8.1 6.1 718 30.7 0.15 2 6.39E+08 9.83E+06 8.24E-02 4 217 12/6/2001 1 87.8 951 2 8.1 6.1 752.2 30.1 0.15 2 6.17E+08 8.34E+06 6.99E-02 4 217 12/6/2001 1 87.8 951 3 8.1 6.1 606.6 33.3 0.15 2 7.49E+08 1.71E+07 1.43E-01 4 217 12/6/2001 1 87.8 951 3 8.1 6.1 619.1 32.9 0.15 2 7.28E+08 1.58E+07 1.32E-01 4 217 12/6/2001 1 87.8 951 3 8.1 6.1 619 33.1 0.15 2 7.41E+08 1.66E+07 1.39E-01 4 217 12/6/2001 1 87.8 951 3 8.1 6.1 605.9 33.5 0.15 2 7.63E+08 1.81E+07 1.52E-01 4 217 12/6/2001 1 87.8 951 4 8.1 6.1 563.1 34.4 0.15 2 7.89E+08 1.98E+07 1.66E-01 4 217 12/6/2001 1 87.8 951 4 8.1 6.1 607 33.2 0.15 2 7.39E+08 1.65E+07 1.38E-01 4 217 12/6/2001 1 87.8 951 4 8.1 6.1 600.3 33.4 0.15 2 7.45E+08 1.69E+07 1.42E-01 4 217 12/6/2001 1 87.8 951 4 8.1 6.1 596.1 33.4 0.15 2 7.42E+08 1.67E+07 1.40E-01 4 217 12/6/2001 1 101.2 954 2 8.1 6.1 544.1 37.6 0.15 2 1.09E+09 4.39E+07 3.68E-01 4 217 12/6/2001 1 101.2 954 2 8.1 6.1 611.4 35.9 0.15 2 1.01E+09 3.69E+07 3.09E-01 4 217 12/6/2001 1 101.2 954 2 8.1 6.1 610.6 35.6 0.15 2 9.80E+08 3.41E+07 2.86E-01 4 217 12/6/2001 1 101.2 954 2 8.1 6.1 582.6 36.5 0.15 2 1.03E+09 3.84E+07 3.22E-01 4 217 12/6/2001 1 101.2 954 3 8.1 6.1 469.2 39.9 0.15 2 1.19E+09 5.50E+07 4.61E-01 4 217 12/6/2001 1 101.2 954 3 8.1 6.1 473.6 39.5 0.15 2 1.15E+09 5.10E+07 4.27E-01 4 217 12/6/2001 1 101.2 954 3 8.1 6.1 509.2 38.2 0.15 2 1.08E+09 4.33E+07 3.63E-01 4 217 12/6/2001 1 101.2 954 3 8.1 6.1 473.3 39.9 0.15 2 1.20E+09 5.63E+07 4.72E-01 4 217 12/6/2001 1 101.2 954 4 8.1 6.1 457.9 40 0.15 2 1.17E+09 5.31E+07 4.45E-01 4 217 12/6/2001 1 101.2 954 4 8.1 6.1 441.1 40.9 0.15 2 1.23E+09 6.07E+07 5.09E-01 4 217 12/6/2001 1 101.2 954 4 8.1 6.1 440.7 40.9 0.15 2 1.23E+09 6.05E+07 5.07E-01 4 217 12/6/2001 1 101.2 954 4 8.1 6.1 439.8 41 0.15 2 1.25E+09 6.28E+07 5.27E-01

F-28 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 12/6/2001 1 119.5 956 2 8.1 6.1 648.4 31.1 0.15 2 6.03E+08 7.31E+06 6.13E-02 4 217 12/6/2001 1 119.5 956 2 8.1 6.1 687.5 29.9 0.15 2 5.46E+08 1.29E+06 1.08E-02 4 217 12/6/2001 1 119.5 956 2 8.1 6.1 649.4 31 0.15 2 6.01E+08 7.08E+06 5.94E-02 4 217 12/6/2001 1 119.5 956 2 8.1 6.1 663.4 30.6 0.15 2 5.82E+08 5.63E+06 4.72E-02 4 217 12/6/2001 1 119.5 956 3 8.1 6.1 585.4 32.7 0.15 2 6.67E+08 1.17E+07 9.84E-02 4 217 12/6/2001 1 119.5 956 3 8.1 6.1 557.3 33.5 0.15 2 7.05E+08 1.43E+07 1.20E-01 4 217 12/6/2001 1 119.5 956 3 8.1 6.1 559.4 33.5 0.15 2 7.06E+08 1.43E+07 1.20E-01 4 217 12/6/2001 1 119.5 956 3 8.1 6.1 596.9 32.3 0.15 2 6.49E+08 1.05E+07 8.83E-02 4 217 12/6/2001 1 119.5 956 4 8.1 6.1 542.6 34 0.15 2 7.28E+08 1.58E+07 1.32E-01 4 217 12/6/2001 1 119.5 956 4 8.1 6.1 566.4 33.4 0.15 2 7.05E+08 1.42E+07 1.19E-01 4 217 12/6/2001 1 119.5 956 4 8.1 6.1 566.2 33.4 0.15 2 7.07E+08 1.44E+07 1.21E-01 4 217 12/6/2001 1 119.5 956 4 8.1 6.1 541.4 34.1 0.15 2 7.35E+08 1.62E+07 1.36E-01 4 217 12/6/2001 1 133.5 959 2 8.1 6.1 467.2 38.5 0.15 2 1.03E+09 3.85E+07 3.23E-01 4 217 12/6/2001 1 133.5 959 2 8.1 6.1 475.8 38.3 0.15 2 1.02E+09 3.75E+07 3.15E-01 4 217 12/6/2001 1 133.5 959 2 8.1 6.1 440.9 39.9 0.15 2 1.12E+09 4.71E+07 3.95E-01 4 217 12/6/2001 1 133.5 959 2 8.1 6.1 435.7 39.9 0.15 2 1.10E+09 4.57E+07 3.84E-01 4 217 12/6/2001 1 133.5 959 3 8.1 6.1 386.2 42 0.15 2 1.20E+09 5.63E+07 4.72E-01 4 217 12/6/2001 1 133.5 959 3 8.1 6.1 418.4 40.3 0.15 2 1.10E+09 4.53E+07 3.80E-01 4 217 12/6/2001 1 133.5 959 3 8.1 6.1 402.9 41.1 0.15 2 1.15E+09 5.10E+07 4.28E-01 4 217 12/6/2001 1 133.5 959 3 8.1 6.1 398.3 41.3 0.15 2 1.16E+09 5.18E+07 4.34E-01 4 217 12/6/2001 1 133.5 959 4 8.1 6.1 389.3 41.2 0.15 2 1.12E+09 4.71E+07 3.95E-01 4 217 12/6/2001 1 133.5 959 4 8.1 6.1 382.8 41.8 0.15 2 1.17E+09 5.28E+07 4.43E-01 4 217 12/6/2001 1 133.5 959 4 8.1 6.1 379.1 42 0.15 2 1.18E+09 5.47E+07 4.58E-01 4 217 12/6/2001 1 133.5 959 4 8.1 6.1 375.7 42.4 0.15 2 1.21E+09 5.79E+07 4.85E-01 4 217 12/6/2001 1 146.9 1001 2 8.1 6.1 597.6 31.6 0.15 2 6.00E+08 7.02E+06 5.89E-02 4 217 12/6/2001 1 146.9 1001 2 8.1 6.1 598.7 31.5 0.15 2 5.86E+08 5.96E+06 5.00E-02 4 217 12/6/2001 1 146.9 1001 2 8.1 6.1 600.1 31.5 0.15 2 5.90E+08 6.26E+06 5.25E-02 4 217 12/6/2001 1 146.9 1001 2 8.1 6.1 600.4 31.6 0.15 2 5.99E+08 7.00E+06 5.87E-02

F-29 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 12/6/2001 1 146.9 1001 3 8.1 6.1 543.7 32.7 0.15 2 6.24E+08 8.80E+06 7.38E-02 4 217 12/6/2001 1 146.9 1001 3 8.1 6.1 546.4 32.7 0.15 2 6.27E+08 9.03E+06 7.57E-02 4 217 12/6/2001 1 146.9 1001 3 8.1 6.1 554.9 32.5 0.15 2 6.22E+08 8.68E+06 7.28E-02 4 217 12/6/2001 1 146.9 1001 3 8.1 6.1 543.2 32.8 0.15 2 6.28E+08 9.10E+06 7.63E-02 4 217 12/6/2001 1 146.9 1001 4 8.1 6.1 504 33.5 0.15 2 6.39E+08 9.83E+06 8.24E-02 4 217 12/6/2001 1 146.9 1001 4 8.1 6.1 524 33 0.15 2 6.25E+08 8.85E+06 7.42E-02 4 217 12/6/2001 1 146.9 1001 4 8.1 6.1 529.5 32.9 0.15 2 6.18E+08 8.38E+06 7.03E-02 4 217 12/6/2001 1 146.9 1001 4 8.1 6.1 526.8 33 0.15 2 6.24E+08 8.81E+06 7.39E-02 4 217 12/18/2003 1 5.2 907 2 8.1 6.1 842 28.4 0.15 2 5.47E+08 1.56E+06 1.31E-02 4 217 12/18/2003 1 5.2 907 2 8.1 6.1 803.9 29 0.15 2 5.65E+08 4.05E+06 3.40E-02 4 217 12/18/2003 1 5.2 907 2 8.1 6.1 837.6 28.7 0.15 2 5.70E+08 4.50E+06 3.77E-02 4 217 12/18/2003 1 5.2 907 2 8.1 6.1 790.1 29.8 0.15 2 6.21E+08 8.62E+06 7.23E-02 4 217 12/18/2003 1 5.2 907 3 8.1 6.1 742.7 30.4 0.15 2 6.32E+08 9.36E+06 7.85E-02 4 217 12/18/2003 1 5.2 907 3 8.1 6.1 740.5 30.5 0.15 2 6.37E+08 9.76E+06 8.18E-02 4 217 12/18/2003 1 5.2 907 3 8.1 6.1 757 30.1 0.15 2 6.19E+08 8.46E+06 7.09E-02 4 217 12/18/2003 1 5.2 907 3 8.1 6.1 739.6 30.6 0.15 2 6.46E+08 1.03E+07 8.66E-02 4 217 12/18/2003 1 5.2 907 4 8.1 6.1 711.8 31 0.15 2 6.58E+08 1.12E+07 9.36E-02 4 217 12/18/2003 1 5.2 907 4 8.1 6.1 736.9 30.4 0.15 2 6.25E+08 8.90E+06 7.46E-02 4 217 12/18/2003 1 5.2 907 4 8.1 6.1 743.9 30.1 0.15 2 6.12E+08 7.97E+06 6.68E-02 4 217 12/18/2003 1 5.2 907 4 8.1 6.1 743.9 30.1 0.15 2 6.12E+08 7.97E+06 6.68E-02 4 217 12/18/2003 1 23.8 912 2 8.1 6.1 535.1 30.9 0.15 2 4.90E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 23.8 912 2 8.1 6.1 560.7 30 0.15 2 4.55E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 23.8 912 2 8.1 6.1 532.8 30.9 0.15 2 4.85E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 23.8 912 2 8.1 6.1 567.6 29.9 0.15 2 4.52E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 23.8 912 3 8.1 6.1 499.9 31.9 0.15 2 5.14E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 23.8 912 3 8.1 6.1 510.4 31.5 0.15 2 5.03E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 23.8 912 3 8.1 6.1 525.5 30.9 0.15 2 4.82E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 23.8 912 3 8.1 6.1 527.5 31.1 0.15 2 4.93E+08 1.19E+04 1.00E-04

F-30 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 12/18/2003 1 23.8 912 4 8.1 6.1 468.9 33 0.15 2 5.57E+08 3.07E+06 2.57E-02 4 217 12/18/2003 1 23.8 912 4 8.1 6.1 488.4 32 0.15 2 5.14E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 23.8 912 4 8.1 6.1 493.9 31.9 0.15 2 5.13E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 23.8 912 4 8.1 6.1 485.3 32.4 0.15 2 5.32E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 37.5 916 2 8.1 6.1 590.2 31.3 0.15 2 5.69E+08 4.45E+06 3.73E-02 4 217 12/18/2003 1 37.5 916 2 8.1 6.1 570.6 31.8 0.15 2 5.81E+08 5.53E+06 4.64E-02 4 217 12/18/2003 1 37.5 916 2 8.1 6.1 594.5 31.2 0.15 2 5.60E+08 3.52E+06 2.95E-02 4 217 12/18/2003 1 37.5 916 2 8.1 6.1 609.9 30.6 0.15 2 5.33E+08 1.19E+04 1.00E-04 4 217 12/18/2003 1 37.5 916 3 8.1 6.1 536.6 32.5 0.15 2 6.00E+08 7.06E+06 5.92E-02 4 217 12/18/2003 1 37.5 916 3 8.1 6.1 553.9 31.9 0.15 2 5.77E+08 5.18E+06 4.34E-02 4 217 12/18/2003 1 37.5 916 3 8.1 6.1 528.8 32.9 0.15 2 6.19E+08 8.49E+06 7.12E-02 4 217 12/18/2003 1 37.5 916 3 8.1 6.1 519.6 33 0.15 2 6.13E+08 8.04E+06 6.74E-02 4 217 12/18/2003 1 37.5 916 4 8.1 6.1 517.5 33.1 0.15 2 6.20E+08 8.56E+06 7.18E-02 4 217 12/18/2003 1 37.5 916 4 8.1 6.1 516.5 33.1 0.15 2 6.22E+08 8.68E+06 7.28E-02 4 217 12/18/2003 1 37.5 916 4 8.1 6.1 517.1 33 0.15 2 6.16E+08 8.25E+06 6.92E-02 4 217 12/18/2003 1 37.5 916 4 8.1 6.1 520.3 33 0.15 2 6.14E+08 8.10E+06 6.79E-02 4 217 12/18/2003 1 55.8 918 2 8.1 6.1 686.4 33.2 0.15 2 8.35E+08 2.30E+07 1.93E-01 4 217 12/18/2003 1 55.8 918 2 8.1 6.1 689.9 33.2 0.15 2 8.39E+08 2.33E+07 1.95E-01 4 217 12/18/2003 1 55.8 918 2 8.1 6.1 777.9 30.8 0.15 2 6.96E+08 1.37E+07 1.15E-01 4 217 12/18/2003 1 55.8 918 2 8.1 6.1 704 32.8 0.15 2 8.12E+08 2.14E+07 1.79E-01 4 217 12/18/2003 1 55.8 918 3 8.1 6.1 680.9 33 0.15 2 8.09E+08 2.12E+07 1.78E-01 4 217 12/18/2003 1 55.8 918 3 8.1 6.1 705.5 32.4 0.15 2 7.73E+08 1.87E+07 1.57E-01 4 217 12/18/2003 1 55.8 918 3 8.1 6.1 641 33.6 0.15 2 8.14E+08 2.15E+07 1.80E-01 4 217 12/18/2003 1 55.8 918 3 8.1 6.1 681.9 32.9 0.15 2 7.98E+08 2.04E+07 1.71E-01 4 217 12/18/2003 1 55.8 918 4 8.1 6.1 632.3 34.2 0.15 2 8.65E+08 2.51E+07 2.11E-01 4 217 12/18/2003 1 55.8 918 4 8.1 6.1 675.6 32.9 0.15 2 7.89E+08 1.98E+07 1.66E-01 4 217 12/18/2003 1 55.8 918 4 8.1 6.1 642 33.6 0.15 2 8.20E+08 2.19E+07 1.84E-01 4 217 12/18/2003 1 55.8 918 4 8.1 6.1 642.6 33.9 0.15 2 8.45E+08 2.36E+07 1.98E-01

F-31 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 12/18/2003 1 101.8 929 2 8.1 6.1 815.2 29.8 0.15 2 6.44E+08 1.02E+07 8.54E-02 4 217 12/18/2003 1 101.8 929 2 8.1 6.1 695.9 33.2 0.15 2 8.46E+08 2.38E+07 1.99E-01 4 217 12/18/2003 1 101.8 929 2 8.1 6.1 674 32.4 0.15 2 7.46E+08 1.70E+07 1.42E-01 4 217 12/18/2003 1 101.8 929 2 8.1 6.1 669.2 32.9 0.15 2 7.83E+08 1.94E+07 1.63E-01 4 217 12/18/2003 1 101.8 929 3 8.1 6.1 635.4 33.8 0.15 2 8.28E+08 2.25E+07 1.89E-01 4 217 12/18/2003 1 101.8 929 3 8.1 6.1 646.6 33.4 0.15 2 8.09E+08 2.11E+07 1.77E-01 4 217 12/18/2003 1 101.8 929 3 8.1 6.1 647.4 33.4 0.15 2 8.10E+08 2.12E+07 1.78E-01 4 217 12/18/2003 1 101.8 929 3 8.1 6.1 645 33.4 0.15 2 8.07E+08 2.10E+07 1.76E-01 4 217 12/18/2003 1 101.8 929 4 8.1 6.1 629.8 33.5 0.15 2 7.94E+08 2.02E+07 1.69E-01 4 217 12/18/2003 1 101.8 929 4 8.1 6.1 632.9 33.7 0.15 2 8.20E+08 2.19E+07 1.84E-01 4 217 12/18/2003 1 101.8 929 4 8.1 6.1 641.6 33.6 0.15 2 8.18E+08 2.18E+07 1.83E-01 4 217 12/18/2003 1 101.8 929 4 8.1 6.1 612.2 34.3 0.15 2 8.44E+08 2.36E+07 1.98E-01 4 217 2/15/2011 1 5.2 1001 2 8.1 6.1 717.5 23.9 0.15 123 2.33E+08 2.36E+07 1.98E-01 4 217 2/15/2011 1 5.2 1001 2 8.1 6.1 727.6 23.8 0.15 123 2.34E+08 2.36E+07 1.98E-01 4 217 2/15/2011 1 5.2 1001 2 8.1 6.1 761.1 23 0.15 123 2.12E+08 2.36E+07 1.98E-01 4 217 2/15/2011 1 5.2 1001 2 8.1 6.1 716.8 23.9 0.15 123 2.32E+08 2.36E+07 1.98E-01 4 217 2/15/2011 1 5.2 1001 3 8.1 6.1 695.7 24.6 0.15 123 2.56E+08 2.36E+07 1.98E-01 4 217 2/15/2011 1 5.2 1001 3 8.1 6.1 730.2 23.9 0.15 123 2.38E+08 2.36E+07 1.98E-01 4 217 2/15/2011 1 5.2 1001 3 8.1 6.1 707.6 24.4 0.15 123 2.52E+08 2.36E+07 1.98E-01 4 217 2/15/2011 1 5.2 1001 3 8.1 6.1 697 24.7 0.15 123 2.59E+08 2.36E+07 1.98E-01 4 217 2/15/2011 1 5.2 1001 4 8.1 6.1 658.6 26 0.15 123 3.00E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 5.2 1001 4 8.1 6.1 694.5 25.3 0.15 123 2.83E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 5.2 1001 4 8.1 6.1 688.1 25.5 0.15 123 2.89E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 5.2 1001 4 8.1 6.1 695.6 25.3 0.15 123 2.85E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 2 8.1 6.1 442.6 23.5 0.15 123 1.34E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 2 8.1 6.1 459.6 22.9 0.15 123 1.26E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 2 8.1 6.1 468 22.6 0.15 123 1.22E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 2 8.1 6.1 458.5 22.9 0.15 123 1.27E+08 1.19E+04 1.00E-04

F-32 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 2/15/2011 1 23.8 1005 3 8.1 6.1 430.5 24.3 0.15 123 1.50E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 3 8.1 6.1 424.3 24.5 0.15 123 1.54E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 3 8.1 6.1 428.3 24.4 0.15 123 1.51E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 3 8.1 6.1 427.4 24.4 0.15 123 1.51E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 4 8.1 6.1 407.7 25.5 0.15 123 1.72E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 4 8.1 6.1 399.4 25.8 0.15 123 1.77E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 4 8.1 6.1 403 25.6 0.15 123 1.74E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 23.8 1005 4 8.1 6.1 400.7 25.7 0.15 123 1.76E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 2 8.1 6.1 591.4 25.7 0.15 123 2.56E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 2 8.1 6.1 591.8 25.9 0.15 123 2.66E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 2 8.1 6.1 541.9 27.2 0.15 123 2.99E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 2 8.1 6.1 584.1 26.2 0.15 123 2.74E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 3 8.1 6.1 527.9 27.8 0.15 123 3.14E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 3 8.1 6.1 534.5 27.6 0.15 123 3.09E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 3 8.1 6.1 540 27.3 0.15 123 3.02E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 3 8.1 6.1 539.3 27.5 0.15 123 3.07E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 4 8.1 6.1 482.7 29.5 0.15 123 3.68E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 4 8.1 6.1 503.3 28.9 0.15 123 3.49E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 4 8.1 6.1 515.4 28.5 0.15 123 3.40E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 37.5 1008 4 8.1 6.1 488.9 29.5 0.15 123 3.68E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 2 8.1 6.1 700.1 26.6 0.15 123 3.49E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 2 8.1 6.1 702.9 26.4 0.15 123 3.44E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 2 8.1 6.1 763.5 25 0.15 123 2.97E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 2 8.1 6.1 717.7 26.2 0.15 123 3.39E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 3 8.1 6.1 718.4 26.4 0.15 123 3.49E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 3 8.1 6.1 722.7 26.2 0.15 123 3.43E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 3 8.1 6.1 693.3 26.9 0.15 123 3.66E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 3 8.1 6.1 708.1 26.5 0.15 123 3.51E+08 1.19E+04 1.00E-04

F-33 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 2/15/2011 1 55.8 1010 4 8.1 6.1 689.2 27.3 0.15 123 3.82E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 4 8.1 6.1 719.3 26.6 0.15 123 3.62E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 4 8.1 6.1 712.4 26.8 0.15 123 3.66E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 55.8 1010 4 8.1 6.1 698.4 27.1 0.15 123 3.78E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 2 8.1 6.1 617.6 27.2 0.15 123 3.40E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 2 8.1 6.1 603.1 27.8 0.15 123 3.59E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 2 8.1 6.1 612.3 27.5 0.15 123 3.49E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 2 8.1 6.1 626.1 27 0.15 123 3.32E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 3 8.1 6.1 597.2 27.8 0.15 123 3.57E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 3 8.1 6.1 595.4 28 0.15 123 3.68E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 3 8.1 6.1 591.7 28 0.15 123 3.64E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 3 8.1 6.1 608.5 27.5 0.15 123 3.49E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 4 8.1 6.1 549.6 29.1 0.15 123 3.91E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 4 8.1 6.1 601.9 27.8 0.15 123 3.60E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 4 8.1 6.1 596.5 27.9 0.15 123 3.59E+08 1.19E+04 1.00E-04 4 217 2/15/2011 1 101.8 1017 4 8.1 6.1 593.2 28.1 0.15 123 3.69E+08 1.19E+04 1.00E-04 4 217 2/7/1994 3 5.5 1204 3 8.1 6.1 208.2 40.8 0.15 2 5.79E+08 1.40E+07 1.56E-01 4 217 2/7/1994 3 5.5 1204 2 8.1 6.1 197.2 40.8 0.15 2 5.47E+08 1.18E+07 1.32E-01 4 217 2/7/1994 3 5.5 1204 1 8.1 6.1 184.8 41.3 0.15 2 5.39E+08 1.14E+07 1.27E-01 4 217 2/7/1994 3 5.5 1204 1 8.1 6.1 187.3 41.1 0.15 2 5.33E+08 1.10E+07 1.23E-01 4 217 2/7/1994 3 5.5 1204 1 8.1 6.1 184.7 41.4 0.15 2 5.43E+08 1.16E+07 1.30E-01 4 217 2/7/1994 3 5.5 1204 2 8.1 6.1 204.9 40 0.15 2 5.26E+08 1.05E+07 1.17E-01 4 217 2/7/1994 3 5.5 1204 2 8.1 6.1 199 40.7 0.15 2 5.48E+08 1.19E+07 1.33E-01 4 217 2/7/1994 3 5.5 1204 2 8.1 6.1 198.5 40.9 0.15 2 5.53E+08 1.22E+07 1.37E-01 4 217 2/7/1994 3 5.5 1204 3 8.1 6.1 209.5 40.6 0.15 2 5.70E+08 1.34E+07 1.49E-01 4 217 2/7/1994 3 5.5 1204 1 8.1 6.1 189.2 41.1 0.15 2 5.39E+08 1.13E+07 1.27E-01 4 217 2/7/1994 3 5.5 1204 3 8.1 6.1 209.1 40.7 0.15 2 5.74E+08 1.37E+07 1.53E-01

F-34 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 2/7/1994 3 5.5 1204 3 8.1 6.1 210.2 40.6 0.15 2 5.69E+08 1.33E+07 1.49E-01 4 217 2/7/1994 3 5.5 1204 4 8.1 6.1 224.8 40.4 0.15 2 6.00E+08 1.54E+07 1.72E-01 4 217 2/7/1994 3 5.5 1204 4 8.1 6.1 227.8 40.1 0.15 2 5.92E+08 1.48E+07 1.66E-01 4 217 2/7/1994 3 5.5 1204 4 8.1 6.1 223.4 40.5 0.15 2 6.01E+08 1.54E+07 1.72E-01 4 217 2/7/1994 3 5.5 1204 4 8.1 6.1 220.8 40.8 0.15 2 6.14E+08 1.63E+07 1.83E-01 4 217 3/2/1995 3 5.2 1147 3 8.1 6.1 982.9 27.1 0.15 2 5.32E+08 1.09E+07 1.22E-01 4 217 3/2/1995 3 5.2 1147 2 8.1 6.1 996.1 26.9 0.15 2 5.18E+08 1.00E+07 1.12E-01 4 217 3/2/1995 3 5.2 1147 2 8.1 6.1 1008.8 26.9 0.15 2 5.24E+08 1.04E+07 1.16E-01 4 217 3/2/1995 3 5.2 1147 2 8.1 6.1 1008.6 26.9 0.15 2 5.30E+08 1.07E+07 1.20E-01 4 217 3/2/1995 3 5.2 1147 2 8.1 6.1 992.5 27.1 0.15 2 5.37E+08 1.12E+07 1.25E-01 4 217 3/2/1995 3 5.2 1147 3 8.1 6.1 982.9 27.1 0.15 2 5.32E+08 1.09E+07 1.22E-01 4 217 3/2/1995 3 5.2 1147 3 8.1 6.1 987.3 27.1 0.15 2 5.36E+08 1.11E+07 1.24E-01 4 217 3/2/1995 3 5.2 1147 3 8.1 6.1 985.5 27.1 0.15 2 5.34E+08 1.10E+07 1.23E-01 4 217 3/2/1995 3 5.2 1147 4 8.1 6.1 1019 27.5 0.15 2 5.80E+08 1.41E+07 1.57E-01 4 217 3/2/1995 3 5.2 1147 4 8.1 6.1 1029.3 27.2 0.15 2 5.64E+08 1.30E+07 1.45E-01 4 217 3/2/1995 3 5.2 1147 4 8.1 6.1 994.2 27.6 0.15 2 5.74E+08 1.37E+07 1.53E-01 4 217 3/2/1995 3 5.2 1147 4 8.1 6.1 1007.3 27.6 0.15 2 5.84E+08 1.43E+07 1.60E-01 4 217 3/2/1995 3 23.8 1153 2 8.1 6.1 694 27.5 0.15 2 3.97E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 23.8 1153 4 8.1 6.1 664.1 30 0.15 2 5.35E+08 1.11E+07 1.24E-01 4 217 3/2/1995 3 23.8 1153 2 8.1 6.1 678 28.2 0.15 2 4.31E+08 3.71E+06 4.14E-02 4 217 3/2/1995 3 23.8 1153 2 8.1 6.1 694.3 27.7 0.15 2 4.08E+08 5.28E+05 5.90E-03 4 217 3/2/1995 3 23.8 1153 4 8.1 6.1 656.8 30 0.15 2 5.33E+08 1.10E+07 1.23E-01 4 217 3/2/1995 3 23.8 1153 3 8.1 6.1 645.7 29.5 0.15 2 4.90E+08 8.09E+06 9.04E-02 4 217 3/2/1995 3 23.8 1153 3 8.1 6.1 643.6 29.6 0.15 2 4.91E+08 8.21E+06 9.17E-02 4 217 3/2/1995 3 23.8 1153 3 8.1 6.1 648.5 29.5 0.15 2 4.89E+08 8.01E+06 8.95E-02 4 217 3/2/1995 3 23.8 1153 3 8.1 6.1 642.8 29.6 0.15 2 4.91E+08 8.16E+06 9.12E-02 4 217 3/2/1995 3 23.8 1153 4 8.1 6.1 663.5 30 0.15 2 5.35E+08 1.11E+07 1.24E-01 4 217 3/2/1995 3 23.8 1153 4 8.1 6.1 662.9 30 0.15 2 5.34E+08 1.10E+07 1.23E-01

F-35 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 3/2/1995 3 23.8 1153 2 8.1 6.1 690.9 27.8 0.15 2 4.14E+08 1.76E+06 1.97E-02 4 217 3/2/1995 3 37.5 1158 3 8.1 6.1 660.5 29.6 0.15 2 5.04E+08 9.02E+06 1.01E-01 4 217 3/2/1995 3 37.5 1158 2 8.1 6.1 669.8 29.2 0.15 2 4.85E+08 7.77E+06 8.68E-02 4 217 3/2/1995 3 37.5 1158 2 8.1 6.1 679.6 28.9 0.15 2 4.73E+08 6.93E+06 7.74E-02 4 217 3/2/1995 3 37.5 1158 2 8.1 6.1 674.8 29 0.15 2 4.77E+08 7.24E+06 8.09E-02 4 217 3/2/1995 3 37.5 1158 3 8.1 6.1 665.8 29.3 0.15 2 4.93E+08 8.34E+06 9.32E-02 4 217 3/2/1995 3 37.5 1158 3 8.1 6.1 666.7 29.3 0.15 2 4.94E+08 8.38E+06 9.36E-02 4 217 3/2/1995 3 37.5 1158 3 8.1 6.1 659.8 29.4 0.15 2 4.96E+08 8.48E+06 9.48E-02 4 217 3/2/1995 3 37.5 1158 4 8.1 6.1 665.5 30 0.15 2 5.40E+08 1.14E+07 1.27E-01 4 217 3/2/1995 3 37.5 1158 4 8.1 6.1 672.5 29.8 0.15 2 5.30E+08 1.07E+07 1.20E-01 4 217 3/2/1995 3 37.5 1158 4 8.1 6.1 672.5 29.8 0.15 2 5.30E+08 1.07E+07 1.20E-01 4 217 3/2/1995 3 37.5 1158 4 8.1 6.1 672.5 29.8 0.15 2 5.30E+08 1.07E+07 1.20E-01 4 217 3/2/1995 3 37.5 1158 2 8.1 6.1 672.1 29.2 0.15 2 4.87E+08 7.88E+06 8.80E-02 4 217 3/2/1995 3 56.4 1208 2 8.1 6.1 591.2 32.5 0.15 2 6.62E+08 1.98E+07 2.21E-01 4 217 3/2/1995 3 56.4 1208 2 8.1 6.1 598 32.2 0.15 2 6.43E+08 1.84E+07 2.06E-01 4 217 3/2/1995 3 56.4 1208 2 8.1 6.1 599.1 32.2 0.15 2 6.44E+08 1.85E+07 2.06E-01 4 217 3/2/1995 3 56.4 1208 3 8.1 6.1 584.4 32.5 0.15 2 6.56E+08 1.93E+07 2.16E-01 4 217 3/2/1995 3 56.4 1208 3 8.1 6.1 578 32.8 0.15 2 6.72E+08 2.05E+07 2.30E-01 4 217 3/2/1995 3 56.4 1208 3 8.1 6.1 585.8 32.5 0.15 2 6.58E+08 1.95E+07 2.18E-01 4 217 3/2/1995 3 56.4 1208 2 8.1 6.1 599.1 32.2 0.15 2 6.44E+08 1.85E+07 2.06E-01 4 217 3/2/1995 3 56.4 1208 4 8.1 6.1 589.6 32.5 0.15 2 6.58E+08 1.95E+07 2.18E-01 4 217 3/2/1995 3 56.4 1208 4 8.1 6.1 592.8 32.6 0.15 2 6.70E+08 2.04E+07 2.28E-01 4 217 3/2/1995 3 56.4 1208 4 8.1 6.1 590.3 32.4 0.15 2 6.52E+08 1.91E+07 2.13E-01 4 217 3/2/1995 3 56.4 1208 3 8.1 6.1 582.8 32.7 0.15 2 6.70E+08 2.04E+07 2.27E-01 4 217 3/2/1995 3 56.4 1208 4 8.1 6.1 587.5 32.8 0.15 2 6.82E+08 2.13E+07 2.38E-01 4 217 3/2/1995 3 69.2 1218 4 8.1 6.1 592.4 32.2 0.15 2 6.34E+08 1.77E+07 1.98E-01 4 217 3/2/1995 3 69.2 1218 3 8.1 6.1 587.8 31.8 0.15 2 6.03E+08 1.56E+07 1.74E-01 4 217 3/2/1995 3 69.2 1218 3 8.1 6.1 585.2 31.8 0.15 2 5.97E+08 1.52E+07 1.70E-01

F-36 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 3/2/1995 3 69.2 1218 4 8.1 6.1 597.4 31.8 0.15 2 6.09E+08 1.60E+07 1.79E-01 4 217 3/2/1995 3 69.2 1218 4 8.1 6.1 594.2 32.1 0.15 2 6.29E+08 1.74E+07 1.94E-01 4 217 3/2/1995 3 69.2 1218 4 8.1 6.1 594.8 31.9 0.15 2 6.19E+08 1.67E+07 1.87E-01 4 217 3/2/1995 3 69.2 1218 2 8.1 6.1 585.5 31.4 0.15 2 5.71E+08 1.35E+07 1.51E-01 4 217 3/2/1995 3 69.2 1218 2 8.1 6.1 586.3 31.5 0.15 2 5.78E+08 1.39E+07 1.55E-01 4 217 3/2/1995 3 69.2 1218 2 8.1 6.1 578.1 31.7 0.15 2 5.86E+08 1.44E+07 1.61E-01 4 217 3/2/1995 3 69.2 1218 2 8.1 6.1 590 31.3 0.15 2 5.66E+08 1.31E+07 1.46E-01 4 217 3/2/1995 3 69.2 1218 3 8.1 6.1 583 31.8 0.15 2 5.95E+08 1.50E+07 1.68E-01 4 217 3/2/1995 3 69.2 1218 3 8.1 6.1 579 32 0.15 2 6.07E+08 1.59E+07 1.78E-01 4 217 3/2/1995 3 88.4 1223 3 8.1 6.1 592.8 32.8 0.15 2 6.84E+08 2.14E+07 2.39E-01 4 217 3/2/1995 3 88.4 1223 2 8.1 6.1 590.3 32.8 0.15 2 6.82E+08 2.13E+07 2.38E-01 4 217 3/2/1995 3 88.4 1223 2 8.1 6.1 598.2 32.5 0.15 2 6.72E+08 2.05E+07 2.29E-01 4 217 3/2/1995 3 88.4 1223 2 8.1 6.1 601.3 32.5 0.15 2 6.75E+08 2.08E+07 2.32E-01 4 217 3/2/1995 3 88.4 1223 2 8.1 6.1 599.3 32.5 0.15 2 6.73E+08 2.06E+07 2.30E-01 4 217 3/2/1995 3 88.4 1223 3 8.1 6.1 590.7 32.8 0.15 2 6.86E+08 2.16E+07 2.42E-01 4 217 3/2/1995 3 88.4 1223 3 8.1 6.1 592.2 32.8 0.15 2 6.88E+08 2.17E+07 2.43E-01 4 217 3/2/1995 3 88.4 1223 4 8.1 6.1 612.3 32.9 0.15 2 7.19E+08 2.42E+07 2.71E-01 4 217 3/2/1995 3 88.4 1223 3 8.1 6.1 593.8 32.8 0.15 2 6.90E+08 2.19E+07 2.45E-01 4 217 3/2/1995 3 88.4 1223 4 8.1 6.1 607.7 33.2 0.15 2 7.37E+08 2.57E+07 2.88E-01 4 217 3/2/1995 3 88.4 1223 4 8.1 6.1 601.5 33.2 0.15 2 7.33E+08 2.54E+07 2.84E-01 4 217 3/2/1995 3 88.4 1223 4 8.1 6.1 602.7 33.3 0.15 2 7.41E+08 2.61E+07 2.91E-01 4 217 3/2/1995 3 103.3 1231 3 8.1 6.1 682.4 29.2 0.15 2 4.94E+08 8.39E+06 9.37E-02 4 217 3/2/1995 3 103.3 1231 3 8.1 6.1 651.6 29.9 0.15 2 5.22E+08 1.02E+07 1.14E-01 4 217 3/2/1995 3 103.3 1231 4 8.1 6.1 727.6 29.1 0.15 2 5.22E+08 1.03E+07 1.15E-01 4 217 3/2/1995 3 103.3 1231 3 8.1 6.1 680.4 29.2 0.15 2 4.97E+08 8.56E+06 9.56E-02 4 217 3/2/1995 3 103.3 1231 4 8.1 6.1 717.4 29 0.15 2 5.07E+08 9.23E+06 1.03E-01 4 217 3/2/1995 3 103.3 1231 4 8.1 6.1 725.6 29.2 0.15 2 5.30E+08 1.08E+07 1.21E-01 4 217 3/2/1995 3 103.3 1231 4 8.1 6.1 719.3 29.3 0.15 2 5.32E+08 1.09E+07 1.21E-01

F-37 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 3/2/1995 3 103.3 1231 2 8.1 6.1 634.7 29.9 0.15 2 5.11E+08 9.49E+06 1.06E-01 4 217 3/2/1995 3 103.3 1231 3 8.1 6.1 646.9 30 0.15 2 5.22E+08 1.02E+07 1.14E-01 4 217 3/2/1995 3 103.3 1231 2 8.1 6.1 624.1 30.3 0.15 2 5.27E+08 1.05E+07 1.18E-01 4 217 3/2/1995 3 103.3 1231 2 8.1 6.1 646 29.8 0.15 2 5.08E+08 9.32E+06 1.04E-01 4 217 3/2/1995 3 103.3 1231 2 8.1 6.1 624.1 30.3 0.15 2 5.27E+08 1.05E+07 1.18E-01 4 217 3/2/1995 3 121.6 1237 3 8.1 6.1 698.9 26.9 0.15 2 3.64E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 2 8.1 6.1 685.6 27 0.15 2 3.64E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 3 8.1 6.1 700.7 26.9 0.15 2 3.65E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 3 8.1 6.1 688.6 27.1 0.15 2 3.74E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 4 8.1 6.1 720.9 26.9 0.15 2 3.80E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 4 8.1 6.1 720.5 26.8 0.15 2 3.72E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 4 8.1 6.1 742.7 26.6 0.15 2 3.75E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 4 8.1 6.1 736.9 26.7 0.15 2 3.73E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 3 8.1 6.1 699.8 26.9 0.15 2 3.65E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 2 8.1 6.1 698.2 26.5 0.15 2 3.44E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 2 8.1 6.1 691.4 26.8 0.15 2 3.55E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 121.6 1237 2 8.1 6.1 698.2 26.6 0.15 2 3.47E+08 8.95E+03 1.00E-04 4 217 3/2/1995 3 133.5 1242 4 8.1 6.1 694.1 28.9 0.15 2 4.84E+08 7.71E+06 8.62E-02 4 217 3/2/1995 3 133.5 1242 4 8.1 6.1 690.9 29 0.15 2 4.88E+08 7.97E+06 8.91E-02 4 217 3/2/1995 3 133.5 1242 3 8.1 6.1 676.6 28.5 0.15 2 4.47E+08 5.04E+06 5.63E-02 4 217 3/2/1995 3 133.5 1242 3 8.1 6.1 673.5 28.7 0.15 2 4.54E+08 5.60E+06 6.26E-02 4 217 3/2/1995 3 133.5 1242 3 8.1 6.1 693.4 28.2 0.15 2 4.39E+08 4.39E+06 4.91E-02 4 217 3/2/1995 3 133.5 1242 3 8.1 6.1 674.6 28.7 0.15 2 4.56E+08 5.75E+06 6.43E-02 4 217 3/2/1995 3 133.5 1242 4 8.1 6.1 692.9 28.9 0.15 2 4.86E+08 7.84E+06 8.76E-02 4 217 3/2/1995 3 133.5 1242 4 8.1 6.1 690.3 28.9 0.15 2 4.79E+08 7.36E+06 8.22E-02 4 217 3/2/1995 3 133.5 1242 2 8.1 6.1 687.4 28.2 0.15 2 4.33E+08 3.91E+06 4.37E-02 4 217 3/2/1995 3 133.5 1242 2 8.1 6.1 699.8 27.9 0.15 2 4.25E+08 3.07E+06 3.43E-02 4 217 3/2/1995 3 133.5 1242 2 8.1 6.1 698.6 27.9 0.15 2 4.24E+08 3.00E+06 3.35E-02

F-38 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 3/2/1995 3 133.5 1242 2 8.1 6.1 687.4 28.2 0.15 2 4.33E+08 3.91E+06 4.37E-02 4 217 3/2/1995 3 147.2 1247 3 8.1 6.1 539.5 31.9 0.15 2 5.62E+08 1.29E+07 1.44E-01 4 217 3/2/1995 3 147.2 1247 3 8.1 6.1 541.5 31.9 0.15 2 5.63E+08 1.29E+07 1.44E-01 4 217 3/2/1995 3 147.2 1247 3 8.1 6.1 552.5 31.4 0.15 2 5.41E+08 1.14E+07 1.28E-01 4 217 3/2/1995 3 147.2 1247 4 8.1 6.1 555.3 31.8 0.15 2 5.66E+08 1.31E+07 1.47E-01 4 217 3/2/1995 3 147.2 1247 4 8.1 6.1 557.3 31.7 0.15 2 5.62E+08 1.29E+07 1.44E-01 4 217 3/2/1995 3 147.2 1247 4 8.1 6.1 554.6 31.8 0.15 2 5.65E+08 1.31E+07 1.46E-01 4 217 3/2/1995 3 147.2 1247 4 8.1 6.1 555.2 31.8 0.15 2 5.66E+08 1.31E+07 1.46E-01 4 217 3/2/1995 3 147.2 1247 3 8.1 6.1 543.6 31.8 0.15 2 5.55E+08 1.24E+07 1.38E-01 4 217 3/2/1995 3 147.2 1247 2 8.1 6.1 542.7 31.7 0.15 2 5.48E+08 1.19E+07 1.33E-01 4 217 3/2/1995 3 147.2 1247 2 8.1 6.1 546.1 31.7 0.15 2 5.49E+08 1.20E+07 1.34E-01 4 217 3/2/1995 3 147.2 1247 2 8.1 6.1 547.9 31.6 0.15 2 5.48E+08 1.20E+07 1.34E-01 4 217 3/2/1995 3 147.2 1247 2 8.1 6.1 546.9 31.6 0.15 2 5.47E+08 1.19E+07 1.33E-01 4 217 11/5/1997 3 5.2 1122 3 8.1 6.1 1172.8 24.1 0.15 2 3.96E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 5.2 1122 3 8.1 6.1 1172 24.1 0.15 2 3.93E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 5.2 1122 4 8.1 6.1 1125.1 24.9 0.15 2 4.34E+08 3.95E+06 4.41E-02 4 217 11/5/1997 3 5.2 1122 4 8.1 6.1 1119 25.1 0.15 2 4.44E+08 4.81E+06 5.37E-02 4 217 11/5/1997 3 5.2 1122 4 8.1 6.1 1134.1 25 0.15 2 4.44E+08 4.78E+06 5.34E-02 4 217 11/5/1997 3 5.2 1122 4 8.1 6.1 1126 25.1 0.15 2 4.51E+08 5.31E+06 5.93E-02 4 217 11/5/1997 3 5.2 1122 2 8.1 6.1 1216 23.2 0.15 2 3.50E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 5.2 1122 2 8.1 6.1 1199.3 23.1 0.15 2 3.39E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 5.2 1122 2 8.1 6.1 1228.1 23 0.15 2 3.46E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 5.2 1122 3 8.1 6.1 1175.8 23.9 0.15 2 3.84E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 5.2 1122 3 8.1 6.1 1187.6 23.9 0.15 2 3.85E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 5.2 1122 2 8.1 6.1 1207.4 23.2 0.15 2 3.49E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 23.8 1126 3 8.1 6.1 770.4 28.1 0.15 2 4.81E+08 7.50E+06 8.38E-02 4 217 11/5/1997 3 23.8 1126 2 8.1 6.1 727.1 28.2 0.15 2 4.58E+08 5.86E+06 6.55E-02 4 217 11/5/1997 3 23.8 1126 2 8.1 6.1 736.9 27.6 0.15 2 4.30E+08 3.61E+06 4.03E-02

F-39 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 11/5/1997 3 23.8 1126 2 8.1 6.1 747.8 27.6 0.15 2 4.31E+08 3.72E+06 4.16E-02 4 217 11/5/1997 3 23.8 1126 3 8.1 6.1 721.7 28.6 0.15 2 4.86E+08 7.86E+06 8.78E-02 4 217 11/5/1997 3 23.8 1126 3 8.1 6.1 796.5 27.4 0.15 2 4.50E+08 5.24E+06 5.85E-02 4 217 11/5/1997 3 23.8 1126 3 8.1 6.1 731.8 28.8 0.15 2 5.04E+08 9.06E+06 1.01E-01 4 217 11/5/1997 3 23.8 1126 4 8.1 6.1 709.9 29.7 0.15 2 5.55E+08 1.24E+07 1.38E-01 4 217 11/5/1997 3 23.8 1126 4 8.1 6.1 712.4 29.8 0.15 2 5.65E+08 1.30E+07 1.46E-01 4 217 11/5/1997 3 23.8 1126 4 8.1 6.1 710.4 30.1 0.15 2 5.82E+08 1.42E+07 1.58E-01 4 217 11/5/1997 3 23.8 1126 4 8.1 6.1 720.6 30.1 0.15 2 5.92E+08 1.49E+07 1.66E-01 4 217 11/5/1997 3 23.8 1126 2 8.1 6.1 738.3 27.8 0.15 2 4.39E+08 4.39E+06 4.91E-02 4 217 11/5/1997 3 37.5 1131 4 8.1 6.1 870.4 29.2 0.15 2 6.34E+08 1.77E+07 1.98E-01 4 217 11/5/1997 3 37.5 1131 2 8.1 6.1 935.4 28.7 0.15 2 6.31E+08 1.76E+07 1.96E-01 4 217 11/5/1997 3 37.5 1131 2 8.1 6.1 977.5 27.8 0.15 2 5.80E+08 1.41E+07 1.57E-01 4 217 11/5/1997 3 37.5 1131 2 8.1 6.1 999.5 26.8 0.15 2 5.16E+08 9.86E+06 1.10E-01 4 217 11/5/1997 3 37.5 1131 2 8.1 6.1 963.4 28 0.15 2 5.89E+08 1.46E+07 1.64E-01 4 217 11/5/1997 3 37.5 1131 3 8.1 6.1 891.2 29 0.15 2 6.33E+08 1.77E+07 1.98E-01 4 217 11/5/1997 3 37.5 1131 3 8.1 6.1 905.4 28.9 0.15 2 6.34E+08 1.78E+07 1.99E-01 4 217 11/5/1997 3 37.5 1131 3 8.1 6.1 917.7 28.7 0.15 2 6.22E+08 1.69E+07 1.89E-01 4 217 11/5/1997 3 37.5 1131 4 8.1 6.1 867.4 29.3 0.15 2 6.37E+08 1.80E+07 2.01E-01 4 217 11/5/1997 3 37.5 1131 4 8.1 6.1 863.4 29.4 0.15 2 6.47E+08 1.87E+07 2.09E-01 4 217 11/5/1997 3 37.5 1131 4 8.1 6.1 867.4 29.3 0.15 2 6.37E+08 1.80E+07 2.01E-01 4 217 11/5/1997 3 37.5 1131 3 8.1 6.1 922.9 28.6 0.15 2 6.18E+08 1.67E+07 1.86E-01 4 217 11/5/1997 3 56.4 1135 2 8.1 6.1 640 31.7 0.15 2 6.46E+08 1.86E+07 2.08E-01 4 217 11/5/1997 3 56.4 1135 2 8.1 6.1 645.5 31.5 0.15 2 6.32E+08 1.76E+07 1.97E-01 4 217 11/5/1997 3 56.4 1135 2 8.1 6.1 632.8 31.5 0.15 2 6.21E+08 1.68E+07 1.88E-01 4 217 11/5/1997 3 56.4 1135 3 8.1 6.1 637.4 32.1 0.15 2 6.74E+08 2.07E+07 2.31E-01 4 217 11/5/1997 3 56.4 1135 3 8.1 6.1 629.5 32.1 0.15 2 6.65E+08 2.00E+07 2.24E-01 4 217 11/5/1997 3 56.4 1135 3 8.1 6.1 687 30.3 0.15 2 5.78E+08 1.39E+07 1.56E-01 4 217 11/5/1997 3 56.4 1135 3 8.1 6.1 638.5 31.9 0.15 2 6.60E+08 1.97E+07 2.20E-01

F-40 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 11/5/1997 3 56.4 1135 4 8.1 6.1 632.7 31.5 0.15 2 6.26E+08 1.72E+07 1.92E-01 4 217 11/5/1997 3 56.4 1135 4 8.1 6.1 634 31.4 0.15 2 6.20E+08 1.68E+07 1.88E-01 4 217 11/5/1997 3 56.4 1135 4 8.1 6.1 624.8 31.8 0.15 2 6.35E+08 1.78E+07 1.99E-01 4 217 11/5/1997 3 56.4 1135 2 8.1 6.1 649 31.4 0.15 2 6.29E+08 1.74E+07 1.94E-01 4 217 11/5/1997 3 56.4 1135 4 8.1 6.1 632.7 31.4 0.15 2 6.19E+08 1.67E+07 1.87E-01 4 217 11/5/1997 3 69.2 1140 4 8.1 6.1 721.6 31.2 0.15 2 6.82E+08 2.13E+07 2.38E-01 4 217 11/5/1997 3 69.2 1140 3 8.1 6.1 731.2 31.3 0.15 2 7.02E+08 2.28E+07 2.55E-01 4 217 11/5/1997 3 69.2 1140 3 8.1 6.1 750.1 30.8 0.15 2 6.76E+08 2.08E+07 2.33E-01 4 217 11/5/1997 3 69.2 1140 3 8.1 6.1 747 30.9 0.15 2 6.82E+08 2.13E+07 2.38E-01 4 217 11/5/1997 3 69.2 1140 2 8.1 6.1 780.2 30.5 0.15 2 6.76E+08 2.08E+07 2.33E-01 4 217 11/5/1997 3 69.2 1140 2 8.1 6.1 754.3 31.2 0.15 2 7.15E+08 2.39E+07 2.67E-01 4 217 11/5/1997 3 69.2 1140 2 8.1 6.1 819.4 29.9 0.15 2 6.59E+08 1.96E+07 2.19E-01 4 217 11/5/1997 3 69.2 1140 2 8.1 6.1 773.6 30.5 0.15 2 6.70E+08 2.04E+07 2.28E-01 4 217 11/5/1997 3 69.2 1140 3 8.1 6.1 759.9 30.5 0.15 2 6.57E+08 1.94E+07 2.17E-01 4 217 11/5/1997 3 69.2 1140 4 8.1 6.1 727.2 31.1 0.15 2 6.80E+08 2.12E+07 2.36E-01 4 217 11/5/1997 3 69.2 1140 4 8.1 6.1 713.3 31.5 0.15 2 7.05E+08 2.31E+07 2.58E-01 4 217 11/5/1997 3 69.2 1140 4 8.1 6.1 727.5 31.1 0.15 2 6.79E+08 2.11E+07 2.35E-01 4 217 11/5/1997 3 88.4 1145 2 8.1 6.1 692.5 29.9 0.15 2 5.57E+08 1.25E+07 1.40E-01 4 217 11/5/1997 3 88.4 1145 2 8.1 6.1 683.2 30.4 0.15 2 5.80E+08 1.41E+07 1.57E-01 4 217 11/5/1997 3 88.4 1145 2 8.1 6.1 685 30.1 0.15 2 5.63E+08 1.29E+07 1.44E-01 4 217 11/5/1997 3 88.4 1145 2 8.1 6.1 683 30.2 0.15 2 5.70E+08 1.34E+07 1.49E-01 4 217 11/5/1997 3 88.4 1145 3 8.1 6.1 662.8 30.6 0.15 2 5.81E+08 1.41E+07 1.58E-01 4 217 11/5/1997 3 88.4 1145 3 8.1 6.1 658.9 30.7 0.15 2 5.82E+08 1.42E+07 1.59E-01 4 217 11/5/1997 3 88.4 1145 3 8.1 6.1 641.1 31.1 0.15 2 6.03E+08 1.56E+07 1.74E-01 4 217 11/5/1997 3 88.4 1145 3 8.1 6.1 640.8 31 0.15 2 5.95E+08 1.50E+07 1.68E-01 4 217 11/5/1997 3 88.4 1145 4 8.1 6.1 630.3 31.6 0.15 2 6.26E+08 1.72E+07 1.92E-01 4 217 11/5/1997 3 88.4 1145 4 8.1 6.1 624.9 31.8 0.15 2 6.37E+08 1.79E+07 2.01E-01 4 217 11/5/1997 3 88.4 1145 4 8.1 6.1 619 32.1 0.15 2 6.57E+08 1.94E+07 2.17E-01

F-41 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 11/5/1997 3 88.4 1145 4 8.1 6.1 611.4 32.3 0.15 2 6.63E+08 1.99E+07 2.22E-01 4 217 11/5/1997 3 103.3 1149 4 8.1 6.1 874.3 27.5 0.15 2 5.01E+08 8.82E+06 9.86E-02 4 217 11/5/1997 3 103.3 1149 2 8.1 6.1 936.7 25.5 0.15 2 3.97E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 103.3 1149 4 8.1 6.1 780.8 29.2 0.15 2 5.66E+08 1.31E+07 1.47E-01 4 217 11/5/1997 3 103.3 1149 4 8.1 6.1 867.2 27.7 0.15 2 5.13E+08 9.62E+06 1.08E-01 4 217 11/5/1997 3 103.3 1149 2 8.1 6.1 898.9 25.9 0.15 2 4.06E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 103.3 1149 2 8.1 6.1 915.1 25.6 0.15 2 3.95E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 103.3 1149 2 8.1 6.1 916.7 25.6 0.15 2 3.96E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 103.3 1149 3 8.1 6.1 879.9 26.7 0.15 2 4.47E+08 4.99E+06 5.58E-02 4 217 11/5/1997 3 103.3 1149 3 8.1 6.1 879.9 26.7 0.15 2 4.47E+08 4.99E+06 5.58E-02 4 217 11/5/1997 3 103.3 1149 3 8.1 6.1 886.4 26.8 0.15 2 4.55E+08 5.67E+06 6.33E-02 4 217 11/5/1997 3 103.3 1149 3 8.1 6.1 977 25.1 0.15 2 3.85E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 103.3 1149 4 8.1 6.1 875.6 27.2 0.15 2 4.81E+08 7.47E+06 8.35E-02 4 217 11/5/1997 3 121.6 1153 4 8.1 6.1 888.2 25 0.15 2 3.45E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 2 8.1 6.1 919.5 23.8 0.15 2 2.93E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 2 8.1 6.1 938.6 23.5 0.15 2 2.84E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 2 8.1 6.1 916.9 23.9 0.15 2 2.99E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 2 8.1 6.1 935.8 23.6 0.15 2 2.88E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 3 8.1 6.1 896.8 24.4 0.15 2 3.19E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 3 8.1 6.1 902.8 24.3 0.15 2 3.13E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 3 8.1 6.1 928.6 24 0.15 2 3.07E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 4 8.1 6.1 899.5 24.9 0.15 2 3.44E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 4 8.1 6.1 895.8 25.1 0.15 2 3.54E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 4 8.1 6.1 890.3 25.2 0.15 2 3.60E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 121.6 1153 3 8.1 6.1 899.9 24.3 0.15 2 3.16E+08 8.95E+03 1.00E-04 4 217 11/5/1997 3 133.5 1158 4 8.1 6.1 800 31.5 0.15 2 7.92E+08 3.06E+07 3.42E-01 4 217 11/5/1997 3 133.5 1158 2 8.1 6.1 899.2 29.8 0.15 2 7.10E+08 2.35E+07 2.63E-01 4 217 11/5/1997 3 133.5 1158 2 8.1 6.1 924.4 29.5 0.15 2 7.02E+08 2.28E+07 2.55E-01

F-42 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 11/5/1997 3 133.5 1158 2 8.1 6.1 872.6 30.5 0.15 2 7.54E+08 2.72E+07 3.04E-01 4 217 11/5/1997 3 133.5 1158 3 8.1 6.1 844.2 31 0.15 2 7.83E+08 2.98E+07 3.33E-01 4 217 11/5/1997 3 133.5 1158 3 8.1 6.1 827 31.5 0.15 2 8.11E+08 3.25E+07 3.64E-01 4 217 11/5/1997 3 133.5 1158 3 8.1 6.1 857.7 30.7 0.15 2 7.64E+08 2.81E+07 3.14E-01 4 217 11/5/1997 3 133.5 1158 3 8.1 6.1 857.7 30.7 0.15 2 7.64E+08 2.81E+07 3.14E-01 4 217 11/5/1997 3 133.5 1158 4 8.1 6.1 818.6 31 0.15 2 7.53E+08 2.71E+07 3.03E-01 4 217 11/5/1997 3 133.5 1158 2 8.1 6.1 838.7 31.1 0.15 2 7.87E+08 3.02E+07 3.37E-01 4 217 11/5/1997 3 133.5 1158 4 8.1 6.1 804.1 31.4 0.15 2 7.83E+08 2.98E+07 3.33E-01 4 217 11/5/1997 3 133.5 1158 4 8.1 6.1 805.4 31.7 0.15 2 8.13E+08 3.27E+07 3.66E-01 4 217 11/5/1997 3 147.2 1202 3 8.1 6.1 893.7 27 0.15 2 4.78E+08 7.28E+06 8.13E-02 4 217 11/5/1997 3 147.2 1202 3 8.1 6.1 866.3 27.7 0.15 2 5.11E+08 9.49E+06 1.06E-01 4 217 11/5/1997 3 147.2 1202 3 8.1 6.1 908.2 26.8 0.15 2 4.71E+08 6.78E+06 7.57E-02 4 217 11/5/1997 3 147.2 1202 3 8.1 6.1 866.3 27.7 0.15 2 5.11E+08 9.49E+06 1.06E-01 4 217 11/5/1997 3 147.2 1202 4 8.1 6.1 859.3 27.9 0.15 2 5.17E+08 9.90E+06 1.11E-01 4 217 11/5/1997 3 147.2 1202 4 8.1 6.1 852.1 28.1 0.15 2 5.33E+08 1.09E+07 1.22E-01 4 217 11/5/1997 3 147.2 1202 4 8.1 6.1 852.9 28.2 0.15 2 5.42E+08 1.15E+07 1.29E-01 4 217 11/5/1997 3 147.2 1202 4 8.1 6.1 849.3 28.4 0.15 2 5.49E+08 1.20E+07 1.34E-01 4 217 11/5/1997 3 147.2 1202 2 8.1 6.1 877.5 27.6 0.15 2 5.10E+08 9.43E+06 1.05E-01 4 217 11/5/1997 3 147.2 1202 2 8.1 6.1 929.8 26.7 0.15 2 4.71E+08 6.81E+06 7.61E-02 4 217 11/5/1997 3 147.2 1202 2 8.1 6.1 880.8 27.6 0.15 2 5.07E+08 9.27E+06 1.04E-01 4 217 11/5/1997 3 147.2 1202 2 8.1 6.1 951.4 26.2 0.15 2 4.51E+08 5.35E+06 5.98E-02 4 217 1/8/1999 3 5.2 1229 3 8.1 6.1 1138.3 25 0.15 2 4.43E+08 4.68E+06 5.23E-02 4 217 1/8/1999 3 5.2 1229 2 8.1 6.1 1237.3 23.7 0.15 2 3.93E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 5.2 1229 2 8.1 6.1 1157.8 24.9 0.15 2 4.42E+08 4.59E+06 5.13E-02 4 217 1/8/1999 3 5.2 1229 3 8.1 6.1 1111.3 25.5 0.15 2 4.72E+08 6.88E+06 7.69E-02 4 217 1/8/1999 3 5.2 1229 2 8.1 6.1 1190 24.3 0.15 2 4.14E+08 1.83E+06 2.04E-02 4 217 1/8/1999 3 5.2 1229 2 8.1 6.1 1178.8 24.5 0.15 2 4.25E+08 3.08E+06 3.44E-02 4 217 1/8/1999 3 5.2 1229 3 8.1 6.1 1140.5 25 0.15 2 4.44E+08 4.81E+06 5.37E-02

F-43 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 1/8/1999 3 5.2 1229 3 8.1 6.1 1116.3 25.4 0.15 2 4.65E+08 6.41E+06 7.16E-02 4 217 1/8/1999 3 5.2 1229 4 8.1 6.1 1069 26 0.15 2 4.91E+08 8.16E+06 9.12E-02 4 217 1/8/1999 3 5.2 1229 4 8.1 6.1 1082.6 25.8 0.15 2 4.82E+08 7.56E+06 8.45E-02 4 217 1/8/1999 3 5.2 1229 4 8.1 6.1 1059 26.3 0.15 2 5.04E+08 9.07E+06 1.01E-01 4 217 1/8/1999 3 5.2 1229 4 8.1 6.1 1073.4 25.9 0.15 2 4.87E+08 7.89E+06 8.82E-02 4 217 1/8/1999 3 23.8 1234 3 8.1 6.1 677.4 26.8 0.15 2 3.47E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 2 8.1 6.1 697.7 25.7 0.15 2 3.03E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 2 8.1 6.1 685.4 26.1 0.15 2 3.17E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 3 8.1 6.1 688.9 26.3 0.15 2 3.30E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 3 8.1 6.1 667.3 27 0.15 2 3.54E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 3 8.1 6.1 692.1 26.4 0.15 2 3.37E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 4 8.1 6.1 659.4 27.8 0.15 2 3.92E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 4 8.1 6.1 659.3 27.9 0.15 2 4.01E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 4 8.1 6.1 659.3 27.9 0.15 2 4.01E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 4 8.1 6.1 661.7 28 0.15 2 4.05E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 2 8.1 6.1 683.6 26 0.15 2 3.14E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 23.8 1234 2 8.1 6.1 692.3 25.8 0.15 2 3.06E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 4 8.1 6.1 813.6 25.6 0.15 2 3.49E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 3 8.1 6.1 884.2 24.6 0.15 2 3.26E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 3 8.1 6.1 870.4 24.7 0.15 2 3.23E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 3 8.1 6.1 874.3 24.6 0.15 2 3.18E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 3 8.1 6.1 862.6 24.9 0.15 2 3.31E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 4 8.1 6.1 823.2 25.5 0.15 2 3.49E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 4 8.1 6.1 824.1 25.5 0.15 2 3.49E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 2 8.1 6.1 909.3 24.5 0.15 2 3.27E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 2 8.1 6.1 911.7 24.4 0.15 2 3.23E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 2 8.1 6.1 896.7 24.6 0.15 2 3.29E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 37.5 1238 2 8.1 6.1 903.4 24.5 0.15 2 3.23E+08 8.95E+03 1.00E-04

F-44 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 1/8/1999 3 37.5 1238 4 8.1 6.1 813.8 25.8 0.15 2 3.59E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 56.4 1243 4 8.1 6.1 669 31.8 0.15 2 6.82E+08 2.13E+07 2.38E-01 4 217 1/8/1999 3 56.4 1243 3 8.1 6.1 681.6 32.3 0.15 2 7.41E+08 2.61E+07 2.91E-01 4 217 1/8/1999 3 56.4 1243 3 8.1 6.1 691.9 32 0.15 2 7.28E+08 2.50E+07 2.79E-01 4 217 1/8/1999 3 56.4 1243 4 8.1 6.1 663.6 31.9 0.15 2 6.88E+08 2.18E+07 2.43E-01 4 217 1/8/1999 3 56.4 1243 4 8.1 6.1 664.2 32 0.15 2 6.93E+08 2.21E+07 2.47E-01 4 217 1/8/1999 3 56.4 1243 4 8.1 6.1 659.2 32.2 0.15 2 7.10E+08 2.34E+07 2.62E-01 4 217 1/8/1999 3 56.4 1243 2 8.1 6.1 683.8 32.9 0.15 2 7.99E+08 3.14E+07 3.50E-01 4 217 1/8/1999 3 56.4 1243 2 8.1 6.1 693.7 32.9 0.15 2 8.15E+08 3.29E+07 3.68E-01 4 217 1/8/1999 3 56.4 1243 2 8.1 6.1 683.3 33.3 0.15 2 8.38E+08 3.53E+07 3.95E-01 4 217 1/8/1999 3 56.4 1243 2 8.1 6.1 693.9 32.9 0.15 2 8.13E+08 3.27E+07 3.66E-01 4 217 1/8/1999 3 56.4 1243 3 8.1 6.1 683.8 32.2 0.15 2 7.36E+08 2.56E+07 2.86E-01 4 217 1/8/1999 3 56.4 1243 3 8.1 6.1 694.8 31.8 0.15 2 7.12E+08 2.37E+07 2.64E-01 4 217 1/8/1999 3 69.2 1247 2 8.1 6.1 707.1 30 0.15 2 5.71E+08 1.35E+07 1.50E-01 4 217 1/8/1999 3 69.2 1247 2 8.1 6.1 699.5 30.4 0.15 2 5.95E+08 1.51E+07 1.68E-01 4 217 1/8/1999 3 69.2 1247 2 8.1 6.1 703.2 30.2 0.15 2 5.87E+08 1.45E+07 1.62E-01 4 217 1/8/1999 3 69.2 1247 3 8.1 6.1 697.2 29.7 0.15 2 5.40E+08 1.14E+07 1.28E-01 4 217 1/8/1999 3 69.2 1247 3 8.1 6.1 698 29.6 0.15 2 5.37E+08 1.12E+07 1.25E-01 4 217 1/8/1999 3 69.2 1247 2 8.1 6.1 694.4 30.4 0.15 2 5.92E+08 1.49E+07 1.66E-01 4 217 1/8/1999 3 69.2 1247 3 8.1 6.1 685.4 29.8 0.15 2 5.39E+08 1.13E+07 1.27E-01 4 217 1/8/1999 3 69.2 1247 3 8.1 6.1 697.4 29.6 0.15 2 5.32E+08 1.09E+07 1.22E-01 4 217 1/8/1999 3 69.2 1247 4 8.1 6.1 683.3 29.7 0.15 2 5.29E+08 1.07E+07 1.20E-01 4 217 1/8/1999 3 69.2 1247 4 8.1 6.1 678.4 29.8 0.15 2 5.35E+08 1.11E+07 1.24E-01 4 217 1/8/1999 3 69.2 1247 4 8.1 6.1 679.8 29.8 0.15 2 5.38E+08 1.13E+07 1.26E-01 4 217 1/8/1999 3 69.2 1247 4 8.1 6.1 684.6 29.8 0.15 2 5.36E+08 1.12E+07 1.25E-01 4 217 1/8/1999 3 88.4 1251 2 8.1 6.1 641.2 29.7 0.15 2 4.96E+08 8.53E+06 9.53E-02 4 217 1/8/1999 3 88.4 1251 2 8.1 6.1 652 29.3 0.15 2 4.79E+08 7.33E+06 8.19E-02 4 217 1/8/1999 3 88.4 1251 2 8.1 6.1 653.4 29.2 0.15 2 4.75E+08 7.09E+06 7.92E-02

F-45 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 1/8/1999 3 88.4 1251 2 8.1 6.1 659.5 28.9 0.15 2 4.58E+08 5.88E+06 6.57E-02 4 217 1/8/1999 3 88.4 1251 3 8.1 6.1 645.3 28.9 0.15 2 4.51E+08 5.38E+06 6.01E-02 4 217 1/8/1999 3 88.4 1251 3 8.1 6.1 650.9 28.9 0.15 2 4.52E+08 5.39E+06 6.02E-02 4 217 1/8/1999 3 88.4 1251 3 8.1 6.1 640.5 29.1 0.15 2 4.59E+08 5.92E+06 6.61E-02 4 217 1/8/1999 3 88.4 1251 3 8.1 6.1 625.2 29.5 0.15 2 4.73E+08 6.98E+06 7.80E-02 4 217 1/8/1999 3 88.4 1251 4 8.1 6.1 624 29.8 0.15 2 4.90E+08 8.12E+06 9.07E-02 4 217 1/8/1999 3 88.4 1251 4 8.1 6.1 608.4 30.2 0.15 2 5.04E+08 9.05E+06 1.01E-01 4 217 1/8/1999 3 88.4 1251 4 8.1 6.1 628.4 29.7 0.15 2 4.92E+08 8.22E+06 9.18E-02 4 217 1/8/1999 3 88.4 1251 4 8.1 6.1 622.9 30.2 0.15 2 5.22E+08 1.02E+07 1.14E-01 4 217 1/8/1999 3 103.3 1257 2 8.1 6.1 803.5 26.4 0.15 2 3.89E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 2 8.1 6.1 818.8 26.1 0.15 2 3.77E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 2 8.1 6.1 804.8 26.3 0.15 2 3.86E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 3 8.1 6.1 785.5 26.5 0.15 2 3.87E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 3 8.1 6.1 786.7 26.5 0.15 2 3.86E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 3 8.1 6.1 789.1 26.4 0.15 2 3.80E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 3 8.1 6.1 791.2 26.4 0.15 2 3.81E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 4 8.1 6.1 767.9 26.6 0.15 2 3.87E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 4 8.1 6.1 768.7 26.7 0.15 2 3.89E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 4 8.1 6.1 771 26.7 0.15 2 3.91E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 4 8.1 6.1 772.8 26.6 0.15 2 3.84E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 103.3 1257 2 8.1 6.1 820.3 26.1 0.15 2 3.78E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 121.6 1302 3 8.1 6.1 975.1 25.6 0.15 2 4.16E+08 2.01E+06 2.25E-02 4 217 1/8/1999 3 121.6 1302 3 8.1 6.1 977.2 25.5 0.15 2 4.14E+08 1.86E+06 2.08E-02 4 217 1/8/1999 3 121.6 1302 3 8.1 6.1 995.2 25.3 0.15 2 4.08E+08 6.09E+05 6.80E-03 4 217 1/8/1999 3 121.6 1302 3 8.1 6.1 980.2 25.6 0.15 2 4.18E+08 2.30E+06 2.57E-02 4 217 1/8/1999 3 121.6 1302 4 8.1 6.1 979.4 25.7 0.15 2 4.28E+08 3.40E+06 3.80E-02 4 217 1/8/1999 3 121.6 1302 4 8.1 6.1 980.4 25.8 0.15 2 4.31E+08 3.69E+06 4.12E-02 4 217 1/8/1999 3 121.6 1302 4 8.1 6.1 976.5 25.9 0.15 2 4.40E+08 4.48E+06 5.00E-02

F-46 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 1/8/1999 3 121.6 1302 4 8.1 6.1 972.1 26.1 0.15 2 4.49E+08 5.19E+06 5.80E-02 4 217 1/8/1999 3 121.6 1302 2 8.1 6.1 1022.5 24 0.15 2 3.38E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 121.6 1302 2 8.1 6.1 1025.2 24 0.15 2 3.41E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 121.6 1302 2 8.1 6.1 1044.5 23.7 0.15 2 3.31E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 121.6 1302 2 8.1 6.1 1029.9 24.2 0.15 2 3.51E+08 8.95E+03 1.00E-04 4 217 1/8/1999 3 133.5 1308 4 8.1 6.1 824.7 26.8 0.15 2 4.27E+08 3.34E+06 3.73E-02 4 217 1/8/1999 3 133.5 1308 2 8.1 6.1 878.1 26.4 0.15 2 4.24E+08 3.00E+06 3.35E-02 4 217 1/8/1999 3 133.5 1308 2 8.1 6.1 882.4 26.2 0.15 2 4.18E+08 2.29E+06 2.56E-02 4 217 1/8/1999 3 133.5 1308 2 8.1 6.1 863.4 26.6 0.15 2 4.30E+08 3.62E+06 4.05E-02 4 217 1/8/1999 3 133.5 1308 2 8.1 6.1 863.8 26.7 0.15 2 4.40E+08 4.44E+06 4.96E-02 4 217 1/8/1999 3 133.5 1308 3 8.1 6.1 850.4 26.6 0.15 2 4.25E+08 3.12E+06 3.49E-02 4 217 1/8/1999 3 133.5 1308 3 8.1 6.1 849.3 26.6 0.15 2 4.27E+08 3.32E+06 3.71E-02 4 217 1/8/1999 3 133.5 1308 3 8.1 6.1 855.8 26.5 0.15 2 4.25E+08 3.07E+06 3.43E-02 4 217 1/8/1999 3 133.5 1308 3 8.1 6.1 841 26.8 0.15 2 4.33E+08 3.88E+06 4.34E-02 4 217 1/8/1999 3 133.5 1308 4 8.1 6.1 816.9 26.9 0.15 2 4.26E+08 3.26E+06 3.64E-02 4 217 1/8/1999 3 133.5 1308 4 8.1 6.1 808 27.2 0.15 2 4.42E+08 4.60E+06 5.14E-02 4 217 1/8/1999 3 133.5 1308 4 8.1 6.1 794.2 27.5 0.15 2 4.54E+08 5.59E+06 6.25E-02 4 217 1/8/1999 3 147.2 1312 2 8.1 6.1 797.4 27.3 0.15 2 4.43E+08 4.71E+06 5.26E-02 4 217 1/8/1999 3 147.2 1312 2 8.1 6.1 779.5 27.9 0.15 2 4.69E+08 6.66E+06 7.44E-02 4 217 1/8/1999 3 147.2 1312 3 8.1 6.1 770 27.6 0.15 2 4.46E+08 4.91E+06 5.49E-02 4 217 1/8/1999 3 147.2 1312 3 8.1 6.1 769.5 27.6 0.15 2 4.46E+08 4.95E+06 5.53E-02 4 217 1/8/1999 3 147.2 1312 3 8.1 6.1 760.2 27.8 0.15 2 4.55E+08 5.67E+06 6.34E-02 4 217 1/8/1999 3 147.2 1312 3 8.1 6.1 769.6 27.5 0.15 2 4.43E+08 4.69E+06 5.24E-02 4 217 1/8/1999 3 147.2 1312 4 8.1 6.1 752.3 27.7 0.15 2 4.45E+08 4.86E+06 5.43E-02 4 217 1/8/1999 3 147.2 1312 4 8.1 6.1 755.5 27.8 0.15 2 4.52E+08 5.41E+06 6.05E-02 4 217 1/8/1999 3 147.2 1312 4 8.1 6.1 762.1 27.7 0.15 2 4.47E+08 5.07E+06 5.66E-02 4 217 1/8/1999 3 147.2 1312 4 8.1 6.1 755 27.8 0.15 2 4.54E+08 5.54E+06 6.19E-02 4 217 1/8/1999 3 147.2 1312 2 8.1 6.1 811.7 27.2 0.15 2 4.42E+08 4.61E+06 5.15E-02

F-47 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 1/8/1999 3 147.2 1312 2 8.1 6.1 778.3 27.8 0.15 2 4.64E+08 6.27E+06 7.01E-02 4 217 12/6/2001 3 5.2 1010 4 8.1 6.1 1075.5 30.4 0.15 2 9.21E+08 4.53E+07 5.06E-01 4 217 12/6/2001 3 5.2 1010 4 8.1 6.1 1089.7 30 0.15 2 8.79E+08 4.00E+07 4.47E-01 4 217 12/6/2001 3 5.2 1010 3 8.1 6.1 1065.8 30.6 0.15 2 9.31E+08 4.66E+07 5.21E-01 4 217 12/6/2001 3 5.2 1010 3 8.1 6.1 1101.1 29.9 0.15 2 8.78E+08 3.98E+07 4.45E-01 4 217 12/6/2001 3 5.2 1010 3 8.1 6.1 1084.2 30.4 0.15 2 9.22E+08 4.55E+07 5.08E-01 4 217 12/6/2001 3 5.2 1010 3 8.1 6.1 1092.9 29.9 0.15 2 8.71E+08 3.90E+07 4.36E-01 4 217 12/6/2001 3 5.2 1010 2 8.1 6.1 1134.9 29.6 0.15 2 8.75E+08 3.95E+07 4.41E-01 4 217 12/6/2001 3 5.2 1010 2 8.1 6.1 1141.8 29.6 0.15 2 8.73E+08 3.92E+07 4.39E-01 4 217 12/6/2001 3 5.2 1010 2 8.1 6.1 1132.9 29.6 0.15 2 8.73E+08 3.93E+07 4.39E-01 4 217 12/6/2001 3 5.2 1010 2 8.1 6.1 1125.4 30.1 0.15 2 9.26E+08 4.60E+07 5.14E-01 4 217 12/6/2001 3 5.2 1010 4 8.1 6.1 1046.8 30.8 0.15 2 9.46E+08 4.88E+07 5.45E-01 4 217 12/6/2001 3 5.2 1010 4 8.1 6.1 1085.2 30.4 0.15 2 9.22E+08 4.54E+07 5.08E-01 4 217 12/6/2001 3 23.8 1015 4 8.1 6.1 797.1 33 0.15 2 9.41E+08 4.81E+07 5.37E-01 4 217 12/6/2001 3 23.8 1015 2 8.1 6.1 902.9 31.1 0.15 2 8.45E+08 3.60E+07 4.03E-01 4 217 12/6/2001 3 23.8 1015 2 8.1 6.1 964.8 30.7 0.15 2 8.60E+08 3.78E+07 4.22E-01 4 217 12/6/2001 3 23.8 1015 2 8.1 6.1 900.9 31.6 0.15 2 8.96E+08 4.20E+07 4.70E-01 4 217 12/6/2001 3 23.8 1015 2 8.1 6.1 879.7 31.7 0.15 2 8.87E+08 4.09E+07 4.58E-01 4 217 12/6/2001 3 23.8 1015 3 8.1 6.1 821.7 32.7 0.15 2 9.38E+08 4.77E+07 5.33E-01 4 217 12/6/2001 3 23.8 1015 3 8.1 6.1 799.7 33.2 0.15 2 9.74E+08 5.31E+07 5.93E-01 4 217 12/6/2001 3 23.8 1015 3 8.1 6.1 821.7 32.7 0.15 2 9.38E+08 4.77E+07 5.33E-01 4 217 12/6/2001 3 23.8 1015 4 8.1 6.1 817.3 32.3 0.15 2 8.88E+08 4.11E+07 4.59E-01 4 217 12/6/2001 3 23.8 1015 4 8.1 6.1 797.1 33 0.15 2 9.41E+08 4.81E+07 5.37E-01 4 217 12/6/2001 3 23.8 1015 4 8.1 6.1 792.9 32.9 0.15 2 9.26E+08 4.59E+07 5.13E-01 4 217 12/6/2001 3 23.8 1015 3 8.1 6.1 827.9 32.5 0.15 2 9.19E+08 4.50E+07 5.03E-01 4 217 12/6/2001 3 69.2 1031 3 8.1 6.1 781.7 36.8 0.15 2 1.43E+09 4.33E+08 4.84E+00 4 217 12/6/2001 3 69.2 1031 3 8.1 6.1 753.5 37.8 0.15 2 1.54E+09 8.95E+09 1.00E+02 4 217 12/6/2001 3 69.2 1031 3 8.1 6.1 770.5 37.2 0.15 2 1.47E+09 6.84E+08 7.64E+00

F-48 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 12/6/2001 3 69.2 1031 2 8.1 6.1 862.3 34.8 0.15 2 1.27E+09 1.49E+08 1.67E+00 4 217 12/6/2001 3 69.2 1031 2 8.1 6.1 855.4 34.6 0.15 2 1.23E+09 1.26E+08 1.40E+00 4 217 12/6/2001 3 69.2 1031 2 8.1 6.1 801.9 36.7 0.15 2 1.45E+09 5.18E+08 5.79E+00 4 217 12/6/2001 3 69.2 1031 2 8.1 6.1 860.8 34.8 0.15 2 1.27E+09 1.48E+08 1.65E+00 4 217 12/6/2001 3 69.2 1031 4 8.1 6.1 765.4 37.2 0.15 2 1.46E+09 6.08E+08 6.79E+00 4 217 12/6/2001 3 69.2 1031 4 8.1 6.1 756.9 37.5 0.15 2 1.50E+09 1.16E+09 1.29E+01 4 217 12/6/2001 3 69.2 1031 3 8.1 6.1 773.4 37.2 0.15 2 1.47E+09 7.46E+08 8.33E+00 4 217 12/6/2001 3 69.2 1031 4 8.1 6.1 762.1 37.2 0.15 2 1.46E+09 6.20E+08 6.93E+00 4 217 12/6/2001 3 69.2 1031 4 8.1 6.1 757.6 37.5 0.15 2 1.50E+09 1.20E+09 1.34E+01 4 217 12/6/2001 3 133.5 1056 3 8.1 6.1 945 29.9 0.15 2 7.60E+08 2.77E+07 3.10E-01 4 217 12/6/2001 3 133.5 1056 2 8.1 6.1 1010.6 29 0.15 2 7.13E+08 2.37E+07 2.65E-01 4 217 12/6/2001 3 133.5 1056 2 8.1 6.1 1050.2 28.4 0.15 2 6.78E+08 2.10E+07 2.35E-01 4 217 12/6/2001 3 133.5 1056 2 8.1 6.1 1010.3 29.2 0.15 2 7.38E+08 2.58E+07 2.88E-01 4 217 12/6/2001 3 133.5 1056 3 8.1 6.1 965.6 29.7 0.15 2 7.51E+08 2.69E+07 3.01E-01 4 217 12/6/2001 3 133.5 1056 3 8.1 6.1 998.4 28.9 0.15 2 7.00E+08 2.27E+07 2.54E-01 4 217 12/6/2001 3 133.5 1056 3 8.1 6.1 934.4 30.2 0.15 2 7.76E+08 2.92E+07 3.26E-01 4 217 12/6/2001 3 133.5 1056 2 8.1 6.1 969.5 30.2 0.15 2 8.09E+08 3.23E+07 3.61E-01 4 217 12/6/2001 3 133.5 1056 4 8.1 6.1 918.3 30.2 0.15 2 7.68E+08 2.84E+07 3.18E-01 4 217 12/6/2001 3 133.5 1056 4 8.1 6.1 921 30.2 0.15 2 7.70E+08 2.86E+07 3.20E-01 4 217 12/6/2001 3 133.5 1056 4 8.1 6.1 900.9 30.6 0.15 2 7.92E+08 3.07E+07 3.43E-01 4 217 12/6/2001 3 133.5 1056 4 8.1 6.1 948.4 29.6 0.15 2 7.27E+08 2.49E+07 2.78E-01 4 217 12/18/2003 3 5.5 946 4 8.1 6.1 1098 29.3 0.15 2 8.06E+08 3.20E+07 3.58E-01 4 217 12/18/2003 3 5.5 946 4 8.1 6.1 1111.5 28.9 0.15 2 7.76E+08 2.92E+07 3.26E-01 4 217 12/18/2003 3 5.5 946 4 8.1 6.1 1101.3 29.2 0.15 2 8.01E+08 3.15E+07 3.52E-01 4 217 12/18/2003 3 5.5 946 4 8.1 6.1 1109.1 28.8 0.15 2 7.67E+08 2.84E+07 3.17E-01 4 217 12/18/2003 3 5.5 946 3 8.1 6.1 1186.3 27.8 0.15 2 7.12E+08 2.36E+07 2.64E-01 4 217 12/18/2003 3 5.5 946 3 8.1 6.1 1217.1 27.4 0.15 2 6.82E+08 2.13E+07 2.38E-01 4 217 12/18/2003 3 5.5 946 3 8.1 6.1 1143.2 28.3 0.15 2 7.33E+08 2.54E+07 2.84E-01

F-49 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 12/18/2003 3 5.5 946 3 8.1 6.1 1107.7 28.9 0.15 2 7.68E+08 2.85E+07 3.18E-01 4 217 12/18/2003 3 5.5 946 2 8.1 6.1 1247.2 27 0.15 2 6.60E+08 1.96E+07 2.19E-01 4 217 12/18/2003 3 5.5 946 2 8.1 6.1 1185.1 27.9 0.15 2 7.16E+08 2.40E+07 2.68E-01 4 217 12/18/2003 3 5.5 946 2 8.1 6.1 1178.2 28 0.15 2 7.20E+08 2.43E+07 2.72E-01 4 217 12/18/2003 3 5.5 946 2 8.1 6.1 1179.5 27.6 0.15 2 6.87E+08 2.17E+07 2.43E-01 4 217 12/18/2003 3 23.8 951 2 8.1 6.1 736.3 32.9 0.15 2 8.66E+08 3.84E+07 4.29E-01 4 217 12/18/2003 3 23.8 951 3 8.1 6.1 685.2 34.9 0.15 2 1.01E+09 5.98E+07 6.68E-01 4 217 12/18/2003 3 23.8 951 3 8.1 6.1 686.8 34.7 0.15 2 1.00E+09 5.75E+07 6.43E-01 4 217 12/18/2003 3 23.8 951 2 8.1 6.1 721.5 33.5 0.15 2 9.05E+08 4.32E+07 4.83E-01 4 217 12/18/2003 3 23.8 951 2 8.1 6.1 704.9 34.2 0.15 2 9.65E+08 5.17E+07 5.78E-01 4 217 12/18/2003 3 23.8 951 2 8.1 6.1 758.1 32.5 0.15 2 8.50E+08 3.66E+07 4.09E-01 4 217 12/18/2003 3 23.8 951 3 8.1 6.1 687.7 34.7 0.15 2 1.00E+09 5.76E+07 6.43E-01 4 217 12/18/2003 3 23.8 951 3 8.1 6.1 688.7 34.9 0.15 2 1.02E+09 6.05E+07 6.77E-01 4 217 12/18/2003 3 23.8 951 4 8.1 6.1 679.9 35 0.15 2 1.02E+09 6.12E+07 6.83E-01 4 217 12/18/2003 3 23.8 951 4 8.1 6.1 658.8 35.8 0.15 2 1.08E+09 7.41E+07 8.28E-01 4 217 12/18/2003 3 23.8 951 4 8.1 6.1 675.5 35.3 0.15 2 1.05E+09 6.79E+07 7.59E-01 4 217 12/18/2003 3 23.8 951 4 8.1 6.1 661.1 35.7 0.15 2 1.08E+09 7.35E+07 8.22E-01 4 217 12/18/2003 3 37.5 956 4 8.1 6.1 977.6 29.2 0.15 2 7.08E+08 2.33E+07 2.60E-01 4 217 12/18/2003 3 37.5 956 4 8.1 6.1 950.5 29.8 0.15 2 7.47E+08 2.65E+07 2.97E-01 4 217 12/18/2003 3 37.5 956 2 8.1 6.1 1013.9 29.1 0.15 2 7.24E+08 2.46E+07 2.75E-01 4 217 12/18/2003 3 37.5 956 2 8.1 6.1 1007.1 29.4 0.15 2 7.57E+08 2.74E+07 3.06E-01 4 217 12/18/2003 3 37.5 956 2 8.1 6.1 1011 28.8 0.15 2 6.96E+08 2.23E+07 2.50E-01 4 217 12/18/2003 3 37.5 956 2 8.1 6.1 1018.4 29.2 0.15 2 7.39E+08 2.59E+07 2.90E-01 4 217 12/18/2003 3 37.5 956 3 8.1 6.1 953.2 29.7 0.15 2 7.43E+08 2.62E+07 2.93E-01 4 217 12/18/2003 3 37.5 956 3 8.1 6.1 958.1 29.9 0.15 2 7.69E+08 2.85E+07 3.19E-01 4 217 12/18/2003 3 37.5 956 3 8.1 6.1 963.5 29.8 0.15 2 7.56E+08 2.73E+07 3.05E-01 4 217 12/18/2003 3 37.5 956 3 8.1 6.1 962.3 29.8 0.15 2 7.55E+08 2.73E+07 3.05E-01 4 217 12/18/2003 3 37.5 956 4 8.1 6.1 941.4 29.9 0.15 2 7.53E+08 2.71E+07 3.03E-01

F-50 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 12/18/2003 3 37.5 956 4 8.1 6.1 966.1 29.4 0.15 2 7.17E+08 2.40E+07 2.69E-01 4 217 12/14/2004 3 5.5 1152 4 8.1 6.1 1195.7 26.7 0.15 2 6.08E+08 1.59E+07 1.78E-01 4 217 12/14/2004 3 5.5 1152 4 8.1 6.1 1148 27.2 0.15 2 6.33E+08 1.77E+07 1.98E-01 4 217 12/14/2004 3 5.5 1152 4 8.1 6.1 1200.9 26.6 0.15 2 5.99E+08 1.54E+07 1.72E-01 4 217 12/14/2004 3 5.5 1152 4 8.1 6.1 1157.1 27.2 0.15 2 6.32E+08 1.76E+07 1.97E-01 4 217 12/14/2004 3 5.5 1152 2 8.1 6.1 1224.8 25.9 0.15 2 5.53E+08 1.23E+07 1.37E-01 4 217 12/14/2004 3 5.5 1152 2 8.1 6.1 1235.7 25.6 0.15 2 5.29E+08 1.07E+07 1.20E-01 4 217 12/14/2004 3 5.5 1152 2 8.1 6.1 1197 26.2 0.15 2 5.61E+08 1.28E+07 1.43E-01 4 217 12/14/2004 3 5.5 1152 3 8.1 6.1 1223.4 26.1 0.15 2 5.63E+08 1.29E+07 1.45E-01 4 217 12/14/2004 3 5.5 1152 3 8.1 6.1 1206.7 26.5 0.15 2 5.92E+08 1.49E+07 1.66E-01 4 217 12/14/2004 3 5.5 1152 3 8.1 6.1 1202 26.5 0.15 2 5.90E+08 1.47E+07 1.65E-01 4 217 12/14/2004 3 5.5 1152 2 8.1 6.1 1237.4 25.6 0.15 2 5.36E+08 1.11E+07 1.24E-01 4 217 12/14/2004 3 5.5 1152 3 8.1 6.1 1187.3 26.6 0.15 2 5.94E+08 1.50E+07 1.68E-01 4 217 12/14/2004 3 23.8 1157 2 8.1 6.1 733.4 25.5 0.15 2 3.09E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 3 8.1 6.1 738.7 25.6 0.15 2 3.19E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 3 8.1 6.1 741.2 25.6 0.15 2 3.19E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 3 8.1 6.1 733.5 25.8 0.15 2 3.23E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 2 8.1 6.1 739.2 25.4 0.15 2 3.07E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 2 8.1 6.1 739.3 25.3 0.15 2 3.04E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 2 8.1 6.1 749.9 25.1 0.15 2 2.97E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 4 8.1 6.1 730.3 26 0.15 2 3.34E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 4 8.1 6.1 735.5 25.9 0.15 2 3.33E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 4 8.1 6.1 728.4 25.9 0.15 2 3.30E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 4 8.1 6.1 734.8 25.9 0.15 2 3.32E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 23.8 1157 3 8.1 6.1 741.2 25.6 0.15 2 3.19E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 2 8.1 6.1 800.7 25.8 0.15 2 3.55E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 4 8.1 6.1 793.5 26.1 0.15 2 3.70E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 4 8.1 6.1 786.6 26.2 0.15 2 3.73E+08 8.95E+03 1.00E-04

F-51 State Code Section ID Date J1 or J3? Location Time Drop Height Slab Thick Base Thick K Value Radius of Relative Stiffness Mu Beta_0 D_eff Lambda Lambda* 4 217 12/14/2004 3 37.5 1202 4 8.1 6.1 792.7 26.1 0.15 2 3.70E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 2 8.1 6.1 792.2 25.8 0.15 2 3.48E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 2 8.1 6.1 801.7 25.7 0.15 2 3.49E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 2 8.1 6.1 819 25.3 0.15 2 3.37E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 4 8.1 6.1 790.8 26.2 0.15 2 3.75E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 3 8.1 6.1 800.6 25.8 0.15 2 3.53E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 3 8.1 6.1 790 26.1 0.15 2 3.67E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 3 8.1 6.1 789.7 26.1 0.15 2 3.65E+08 8.95E+03 1.00E-04 4 217 12/14/2004 3 37.5 1202 3 8.1 6.1 802.8 25.9 0.15 2 3.60E+08 8.95E+03 1.00E-04

Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures Get This Book
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TRB's National Cooperative Highway Research Program (NCHRP) Web-Only Document 236: Incorporating Slab/Underlying Layer Interaction into the Concrete Pavement Analysis Procedures develops mechanistic-empirical (M-E) models (and software) to consider the interaction between the concrete slab and base layer and its effect on pavement performance. The current American Association of State Highway and Transportation Officials (AASHTO) M-E design procedure incorporates a slab-base interface model that allows either a fully bonded or fully unbonded interface condition.

The Software for Modified Models can be used to analyze existing AASHTO M-E projects to determine the effect of slab-base interaction on pavement performance.

This software is offered as is, without warranty or promise of support of any kind either expressed or implied. Under no circumstance will the National Academy of Sciences, Engineering, and Medicine or the Transportation Research Board (collectively "TRB") be liable for any loss or damage caused by the installation or operation of this product. TRB makes no representation or warranty of any kind, expressed or implied, in fact or in law, including without limitation, the warranty of merchantability or the warranty of fitness for a particular purpose, and shall not in any case be liable for any consequential or special damages.

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