Bridge Inspection

• Audit Title

• Document No.

• Client / Site

• Conducted on

  Date

• Prepared by

• Location
  Address

• Personnel

• Bridge #

• Select date

  Date

• Photo 1 - Upstream Face

  Media

• Photo 2 - Downstream Face

  Media

• Photo 3 - Approach From North/West

  Media

• Photo 4 - Approach From South/East

  Media

• Photo 5 -

  Media

• Photo 6 -

  Media

BRIDGE ENDS

• Bridge Open/Posted/Closed

  Open

  Posted

  Closed

• Posting Signs Required?

  Yes

  No

  N/A

• Posting Signs in Place?

  Yes

  No

  N/A

• Bridge Rail (36a)

  Good

  Fair

  Poor

  Critical

  N/A

• Rail Transition (36b)

  Good

  Fair

  Poor

  Critical

  N/A

• Approach G'Rail (36c)

  Good

  Fair

  Poor

  Critical

  N/A

• Guard Rail Ends (36d)

  Good

  Fair

  Poor

  Critical

  N/A

• Bridge End General Comments:

• Additional Photo If Necessary

  Media

• Additional Photo If Necessary

  Media

• Additional Photo If Necessary

  Media

• Additional Photo If Necessary

  Media

DECK

• Joint Condition

  Good

  Fair

  Poor

  Critical

  N/A

• Drain Condition

  Good

  Fair

  Poor

  Critical

  N/A

• Rail Condition

  Good

  Fair

  Poor

  Critical

  N/A

• Sidewalk Condition

  Good

  Fair

  Poor

  Critical

  N/A

• Live Load Deflection/Vibration

  Light

  Moderate

  Severe

• Debris Accumulation on Deck

  Light

  Moderate

  Severe

• Overall Deck Condition

  Good

  Fair

  Poor

  Critical

  N/A

• NBI Deck Cond. 9-Excellent; 8-No Problems Noted, 7-Mnr Problems; 6-Mnr Deterioration; 5-Mnr Cracking; 4-Adv Deterioration; 3-Loss of Section; 2-Monitor Closely/Close Til Repair; 1-Br Closed til Repair; 0-Beyond Repair

• Deck General Comments

• Additional Photo If Necessary

  Media

• Additional Photo If Necessary

  Media

• Additional Photo If Necessary

  Media

• Additional Photo If Necessary

  Media

SUPERSTRUCTURE

• Girders

  Good

  Fair

  Poor

  Critical

  N/A

• Diaphragms

  Good

  Fair

  Poor

  Critical

  N/A

• Stringers

  Good

  Fair

  Poor

  Critical

  N/A

• Floor Beams

  Good

  Fair

  Poor

  Critical

  N/A

• Sway Bracing

  Good

  Fair

  Poor

  Critical

  N/A

• Hangers

  Good

  Fair

  Poor

  Critical

  N/A

• Paint

  Good

  Fair

  Poor

  Critical

  N/A

• Cap/Girder Debris

  Light

  Moderate

  Severe

• Collision Damage

  Yes

  No

• Have Flood Waters Reached Superstructure?

  Yes

  No

• NBI Superstructure Cond. 9-Excellent; 8-No Problems Noted, 7-Mnr Problems; 6-Mnr Deterioration; 5-Mnr Cracking; 4-Adv Deterioration; 3-Loss of Section; 2-Monitor Closely/Close Til Repair; 1-Br Closed til Repair; 0-Beyond Repair

• General Super Structure Comments

• Additional Photo If Necessary

  Media

• Additional Photo If Necessary

  Media

• Additional Photo If Necessary

  Media

• Additional Photo If Necessary

  Media

SUBSTRUCTURE

• NBI Superstructure Cond. 9-Excellent; 8-No Problems Noted, 7-Mnr Problems; 6-Mnr Deterioration; 5-Mnr Cracking; 4-Adv Deterioration; 3-Loss of Section; 2-Monitor Closely/Close Til Repair; 1-Br Closed til Repair; 0-Beyond Repair

Abutments

• Bearings

  Good

  Fair

  Poor

  Critical

  N/A

• Cap

  Good

  Fair

  Poor

  Critical

  N/A

• Piling Foundations

  Good

  Fair

  Poor

  Critical

  N/A

• Pile Type

  Prestressed Concrete 12"

  Prestressed Concrete 14"

  Prestressed Concrete 16"

  Steel H-Pile

  Other

• Back Wall

  Good

  Fair

  Poor

  Critical

  N/A

• Embankment

  Good

  Fair

  Poor

  Critical

  N/A

• Slope Protection

  Good

  Fair

  Poor

  Critical

  N/A

• Scour

  Light

  Moderate

  Severe

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

Intermediate Bents

• Bearings

  Good

  Fair

  Poor

  Critical

  N/A

• Cap

  Good

  Fair

  Poor

  Critical

  N/A

• Piles/Columns

  Good

  Fair

  Poor

  Critical

  N/A

• Pile Type

  Prestressed Concrete 12"

  Prestressed Concrete 14"

  Prestressed Concrete 16"

  Steel H-Pile

  Other

• Footings

  Good

  Fair

  Poor

  Critical

  N/A

• Web Walls

  Good

  Fair

  Poor

  Critical

  N/A

• Bracing

  Good

  Fair

  Poor

  Critical

  N/A

• Scour

  Light

  Moderate

  Severe

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• NBI Substructure Cond. 9-Excellent; 8-No Problems Noted, 7-Mnr Problems; 6-Mnr Deterioration; 5-Mnr Cracking; 4-Adv Deterioration; 3-Loss of Section; 2-Monitor Closely/Close Til Repair; 1-Br Closed til Repair; 0-Beyond Repair

• Underwater Inspection Req'd?

  Yes

  No

• General Substructure Comments

Scour/Waterway Appraisal

• Scour Critical (113)

  Select N-Bridge Not Over Water 9-All Piling on Dry Land 8-Br. Stable w/ Scour Above Top of Footing 7-Countermeasures Installed 6-Not Calc/Assessed 5-Br. Stable w/ Scour Within Limits of Footing 4-Action Req'd, Exposed Foundation 3-Scour Critical, Below Footing 2-Extensive Scour 1-Failure Imminent 0-Bridge Failed

  • N-Bridge Not Over Water
  • 9-All Piling on Dry Land
  • 8-Br. Stable w/ Scour Above Top of Footing
  • 7-Countermeasures Installed
  • 6-Not Calc/Assessed
  • 5-Br. Stable w/ Scour Within Limits of Footing
  • 4-Action Req'd, Exposed Foundation
  • 3-Scour Critical, Below Footing
  • 2-Extensive Scour
  • 1-Failure Imminent
  • 0-Bridge Failed

• Scour Indicator Notes: (Describe scour condition)

• Scour Countermeasures in Place?

  Yes

  No

• Debris/Drift Upstream?

  Yes

  No

• Debris/Drift Site?

  Yes

  No

• Debris/Drift Downstream?

  Yes

  No

• Overall Channel Condition

  Good

  Fair

  Poor

  Critical

• Indications that High Waters Overtop Structure and/or Approach Roadway?

  Yes

  No

  Rarely

  Frequently

  Unknown

• Waterway Adequacy (71) 9-Chance of O.T. Remote; 8-Slight Chance of O.T. Approaches; 7-Slight Chance of O.T. Bridge; 6-Approach Only O.T., Insign. Delay; 5-Approach Only O.T., Sign. Delay; 4-Occas. Br & Appr. w/ Sign. Delay; 3-Freq. O.T. of Br. & Appr. w/ Sign. Delay; 2-Freq. O.T., Sev. Delay; 0-Br. Cl.

• NBI Channel Rating (61) 9-No Deficiencies; 8-Stable Condition; 7-Bank Needs Minor Repair; 6-Bank Slumping, Light Debris; 5-Bank Eroding, Moderate Debris; 4-Severe Damage; Large Amts of Debris; 3-Bank Failed, Threatening Br.; 2-Br. Near Collapse; 1-Br. Closed Due to Channel; 0-Br. Perm. Closed

• Route Functional Classification (26)

  Select 1-Rural Principal Arterial Interstate 2-Princ. Art. Other 6-Rural Mnr Art. 7-Rural Mjr Collector 8-Rural Mnr Collector 9-Rural Local 11-Urban Princ. Art Interstate 12-Urban Princ. Art Freeway 14-Urban Princ. Other 16-Urban Mnr Arterial 17-Urban Collector 19-Urban Local

  • 1-Rural Principal Arterial Interstate
  • 2-Princ. Art. Other
  • 6-Rural Mnr Art.
  • 7-Rural Mjr Collector
  • 8-Rural Mnr Collector
  • 9-Rural Local
  • 11-Urban Princ. Art Interstate
  • 12-Urban Princ. Art Freeway
  • 14-Urban Princ. Other
  • 16-Urban Mnr Arterial
  • 17-Urban Collector
  • 19-Urban Local

• General Waterway/Scour Comments:

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

Inspection Team Summary

• General Notes

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Additional Photo if Necessary

  Media

• Team Leader

  Jason Lamb, P.E.

  Dustin Gatlin, P.E.