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Guidelines to Improve the Quality of Element-Level Bridge Inspection Data (2019)

Chapter: Appendix F. Field Exercise Data

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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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Suggested Citation:"Appendix F. Field Exercise Data." National Academies of Sciences, Engineering, and Medicine. 2019. Guidelines to Improve the Quality of Element-Level Bridge Inspection Data. Washington, DC: The National Academies Press. doi: 10.17226/25397.
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F-1 APPENDIX F Field Exercise Data

F-2 Contents F.1  OVERVIEW ............................................................................................................................ F-4  F.2  INDIANA ELEMENT-LEVEL INSPECTION DATA ....................................................... F-5  F.3  MICHIGAN ELEMENT-LEVEL INSPECTION DATA ................................................. F-11 

F-3 List of Figures Figure F-1. 12 Reinforced Concrete Deck I1 ............................................................................................ F-6  Figure F-2. 107 Steel Open Girder I1 ....................................................................................................... F-6  Figure F-3. 210 Reinforced Concrete Pier Wall I1 ................................................................................... F-6  Figure F-4. 12 Reinforced Concrete Deck I2 ............................................................................................ F-6  Figure F-5. 107 Steel Open Girder I2 ....................................................................................................... F-6  Figure F-6. 210 Reinforced Concrete Pier Wall I2 ................................................................................... F-6  Figure F-7. 215 Reinforced Concrete Abutment I1 .................................................................................. F-7  Figure F-8. 302 Compression Joint Seal I1 ............................................................................................... F-7  Figure F-9. 311 Movable Bearing I1 ........................................................................................................ F-7  Figure F-10. 215 Reinforced Concrete Abutment ..................................................................................... F-7  Figure F-11. 302 Compression Joint Seal I2 ............................................................................................. F-7  Figure F-12. 311 Movable Bearing I2 ...................................................................................................... F-7  Figure F-13. 313 Fixed Bearing I1 ............................................................................................................ F-8  Figure F-14. 321 RC Approach Slab I1 .................................................................................................... F-8  Figure F-15. 331 RC Bridge Railing I1 .................................................................................................... F-8  Figure F-16. 313 Fixed Bearing I2 ............................................................................................................ F-8  Figure F-17. 321 RC Approach Slab I2 .................................................................................................... F-8  Figure F-18. 331 RC Bridge Railing I2 .................................................................................................... F-8  Figure F-19. 510 Wearing Surface I1 ....................................................................................................... F-9  Figure F-20. 515 Steel Protective Coating I1 ........................................................................................... F-9  Figure F-21. 515 Steel Protective Coating (If) I2 (TASK 2) .................................................................... F-9  Figure F-22. 510 Wearing Surface I2 ....................................................................................................... F-9  Figure F-23. 515 Steel Protective Coating I2 ........................................................................................... F-9  Figure F-24. S-BRITE6 120 Steel Truss, Defect 1000 (Corrosion)........................................................ F-10  Figure F-25. S-BRITE6 515 Steel Protective Coating (Truss Only), Defect 3440 (Effectiveness) ........ F-10  Figure F-26. S-BRITE6 162 Gusset Plates, Defect 1000 (Corrosion) .................................................... F-10  Figure F-27. S-BRITE6 162 Gusset Plate, Defect 3440 (Effectiveness) ................................................ F-10  Figure F-28. 205 Reinforced Column (M1) ............................................................................................ F-12  Figure F-29. 109 Prestressed Concrete Girder Beam (M1) .................................................................... F-12  Figure F-30. 234 Reinforced Concrete Cap (M1) ................................................................................... F-12  Figure F-31. 205 Reinforced Column (M2) ............................................................................................ F-12  Figure F-32. 109 Prestressed Concrete Girder Beam (M2) .................................................................... F-12  Figure F-33. 234 Reinforced Concrete Cap (M2) ................................................................................... F-12  Figure F-34. 215 Reinforced Concrete Abutment (M1) ......................................................................... F-13  Figure F-35. 310 Elastomeric Bearing (M1) ........................................................................................... F-13  Figure F-36. 313 Fixed Bearing (M1) ..................................................................................................... F-13  Figure F-37. 215 Reinforced Concrete Abutment (M2) ......................................................................... F-13  Figure F-38. 310 Elastomeric Bearing (M2) ........................................................................................... F-13  Figure F-39. 313 Fixed Bearing (M2) ..................................................................................................... F-13  Figure F-40. 205 Reinforced Concrete Column (M1) ............................................................................ F-14  Figure F-41. 300 Strip Seal (M3) ............................................................................................................ F-14  Figure F-42. 12 Reinforced Concrete Deck (M3) ................................................................................... F-14  Figure F-43. 205 Reinforced Concrete Column (M2) ............................................................................ F-14  Figure F-44. 300 Strip Seal (M4) ............................................................................................................ F-14  Figure F-45. 301 Pourable Joint Seal (M3) ............................................................................................. F-14  Figure F-46. 12 Reinforced Concrete Deck (M4) ................................................................................... F-15  Figure F-47. 301 Pourable Joint Seal (M4) ............................................................................................. F-15 

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)

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TRB’s National Cooperative Highway Research Program (NCHRP) Web-Only Document 259: Guidelines to Improve the Quality of Element-Level Bridge Inspection Data is intended to assist inspectors in identifying defects and assigning the appropriate condition state for bridge elements.

To ensure the safety and serviceability of bridges, the guidelines include accuracy requirements designed to help promote consistency in the collection of element-level data for bridges on the National Highway System.

The quality of element-level bridge inspection data is critical for effective bridge management and asset management practices. Therefore, the guidelines also include a methodology developed to verify the impact of different accuracy requirements on deterioration models.

The American Association of State Highway and Transportation Officials’ Manual for Bridge Element Inspection includes elements of the guidelines in NCHRP Web-Only Document 259.

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