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F-1 APPENDIX F Field Exercise Data
F-2 Contents F.1Â OVERVIEW ............................................................................................................................ F-4Â F.2Â INDIANA ELEMENT-LEVEL INSPECTION DATA ....................................................... F-5Â F.3Â MICHIGAN ELEMENT-LEVEL INSPECTION DATA ................................................. F-11Â
F-3 List of Figures Figure F-1. 12 Reinforced Concrete Deck I1 ............................................................................................ F-6Â Figure F-2. 107 Steel Open Girder I1 ....................................................................................................... F-6Â Figure F-3. 210 Reinforced Concrete Pier Wall I1 ................................................................................... F-6Â Figure F-4. 12 Reinforced Concrete Deck I2 ............................................................................................ F-6Â Figure F-5. 107 Steel Open Girder I2 ....................................................................................................... F-6Â Figure F-6. 210 Reinforced Concrete Pier Wall I2 ................................................................................... F-6Â Figure F-7. 215 Reinforced Concrete Abutment I1 .................................................................................. F-7Â Figure F-8. 302 Compression Joint Seal I1 ............................................................................................... F-7Â Figure F-9. 311 Movable Bearing I1 ........................................................................................................ F-7Â Figure F-10. 215 Reinforced Concrete Abutment ..................................................................................... F-7Â Figure F-11. 302 Compression Joint Seal I2 ............................................................................................. F-7Â Figure F-12. 311 Movable Bearing I2 ...................................................................................................... F-7Â Figure F-13. 313 Fixed Bearing I1 ............................................................................................................ F-8Â Figure F-14. 321 RC Approach Slab I1 .................................................................................................... F-8Â Figure F-15. 331 RC Bridge Railing I1 .................................................................................................... F-8Â Figure F-16. 313 Fixed Bearing I2 ............................................................................................................ F-8Â Figure F-17. 321 RC Approach Slab I2 .................................................................................................... F-8Â Figure F-18. 331 RC Bridge Railing I2 .................................................................................................... F-8Â Figure F-19. 510 Wearing Surface I1 ....................................................................................................... F-9Â Figure F-20. 515 Steel Protective Coating I1 ........................................................................................... F-9Â Figure F-21. 515 Steel Protective Coating (If) I2 (TASK 2) .................................................................... F-9Â Figure F-22. 510 Wearing Surface I2 ....................................................................................................... F-9Â Figure F-23. 515 Steel Protective Coating I2 ........................................................................................... F-9Â Figure F-24. S-BRITE6 120 Steel Truss, Defect 1000 (Corrosion)........................................................ F-10Â Figure F-25. S-BRITE6 515 Steel Protective Coating (Truss Only), Defect 3440 (Effectiveness) ........ F-10Â Figure F-26. S-BRITE6 162 Gusset Plates, Defect 1000 (Corrosion) .................................................... F-10Â Figure F-27. S-BRITE6 162 Gusset Plate, Defect 3440 (Effectiveness) ................................................ F-10Â Figure F-28. 205 Reinforced Column (M1) ............................................................................................ F-12Â Figure F-29. 109 Prestressed Concrete Girder Beam (M1) .................................................................... F-12Â Figure F-30. 234 Reinforced Concrete Cap (M1) ................................................................................... F-12Â Figure F-31. 205 Reinforced Column (M2) ............................................................................................ F-12Â Figure F-32. 109 Prestressed Concrete Girder Beam (M2) .................................................................... F-12Â Figure F-33. 234 Reinforced Concrete Cap (M2) ................................................................................... F-12Â Figure F-34. 215 Reinforced Concrete Abutment (M1) ......................................................................... F-13Â Figure F-35. 310 Elastomeric Bearing (M1) ........................................................................................... F-13Â Figure F-36. 313 Fixed Bearing (M1) ..................................................................................................... F-13Â Figure F-37. 215 Reinforced Concrete Abutment (M2) ......................................................................... F-13Â Figure F-38. 310 Elastomeric Bearing (M2) ........................................................................................... F-13Â Figure F-39. 313 Fixed Bearing (M2) ..................................................................................................... F-13Â Figure F-40. 205 Reinforced Concrete Column (M1) ............................................................................ F-14Â Figure F-41. 300 Strip Seal (M3) ............................................................................................................ F-14Â Figure F-42. 12 Reinforced Concrete Deck (M3) ................................................................................... F-14Â Figure F-43. 205 Reinforced Concrete Column (M2) ............................................................................ F-14Â Figure F-44. 300 Strip Seal (M4) ............................................................................................................ F-14Â Figure F-45. 301 Pourable Joint Seal (M3) ............................................................................................. F-14Â Figure F-46. 12 Reinforced Concrete Deck (M4) ................................................................................... F-15Â Figure F-47. 301 Pourable Joint Seal (M4) ............................................................................................. F-15Â
F-4 F.1 Overview This section includes figures showing the element-level inspection results for Indiana and Michigan. Each Figure shows the percentage of each condition state for every inspector. The control inspection quantity is also shown. TGA (who used the newly developed visual guide) quantities are plotted below the control inspection (C) and TGB quantities are plotted above the control inspection. A legend is provided for each condition state that is shown below. Legend:
F-5 F.2 Indiana Element-Level Inspection Data
F-6 Figure F-1. 12 Reinforced Concrete Deck I1 Figure F-2. 107 Steel Open Girder I1 Figure F-3. 210 Reinforced Concrete Pier Wall I1 Figure F-4. 12 Reinforced Concrete Deck I2 Figure F-5. 107 Steel Open Girder I2 Figure F-6. 210 Reinforced Concrete Pier Wall I2
F-7 Figure F-7. 215 Reinforced Concrete Abutment I1 Figure F-8. 302 Compression Joint Seal I1 Figure F-9. 311 Movable Bearing I1 Figure F-10. 215 Reinforced Concrete Abutment Figure F-11. 302 Compression Joint Seal I2 Figure F-12. 311 Movable Bearing I2
F-8 Figure F-13. 313 Fixed Bearing I1 Figure F-14. 321 RC Approach Slab I1 Figure F-15. 331 RC Bridge Railing I1 Figure F-16. 313 Fixed Bearing I2 Figure F-17. 321 RC Approach Slab I2 Figure F-18. 331 RC Bridge Railing I2
F-9 Figure F-19. 510 Wearing Surface I1 Figure F-20. 515 Steel Protective Coating I1 Figure F-21. 515 Steel Protective Coating (If) I2 (TASK 2) Figure F-22. 510 Wearing Surface I2 Figure F-23. 515 Steel Protective Coating I2
F-10 Figure F-24. S-BRITE6 120 Steel Truss, Defect 1000 (Corrosion) Figure F-25. S-BRITE6 515 Steel Protective Coating (Truss Only), Defect 3440 (Effectiveness) Figure F-26. S-BRITE6 162 Gusset Plates, Defect 1000 (Corrosion) Figure F-27. S-BRITE6 162 Gusset Plate, Defect 3440 (Effectiveness)
F-11 F.3 Michigan Element-Level Inspection Data
F-12 Figure F-28. 205 Reinforced Column (M1) Figure F-29. 109 Prestressed Concrete Girder Beam (M1) Figure F-30. 234 Reinforced Concrete Cap (M1) Figure F-31. 205 Reinforced Column (M2) Figure F-32. 109 Prestressed Concrete Girder Beam (M2) Figure F-33. 234 Reinforced Concrete Cap (M2)
F-13 Figure F-34. 215 Reinforced Concrete Abutment (M1) Figure F-35. 310 Elastomeric Bearing (M1) Figure F-36. 313 Fixed Bearing (M1) Figure F-37. 215 Reinforced Concrete Abutment (M2) Figure F-38. 310 Elastomeric Bearing (M2) Figure F-39. 313 Fixed Bearing (M2)
F-14 Figure F-40. 205 Reinforced Concrete Column (M1) Figure F-41. 300 Strip Seal (M3) Figure F-42. 12 Reinforced Concrete Deck (M3) Figure F-43. 205 Reinforced Concrete Column (M2) Figure F-44. 300 Strip Seal (M4) Figure F-45. 301 Pourable Joint Seal (M3)
F-15 Figure F-46. 12 Reinforced Concrete Deck (M4) Figure F-47. 301 Pourable Joint Seal (M4)
