Audit
Bridge #
Select date
Photo 1 - Upstream Face
Photo 2 - Downstream Face
Photo 3 - Approach From North/West
Photo 4 - Approach From South/East
Photo 5 -
Photo 6 -
BRIDGE ENDS
Bridge Open/Posted/Closed
Posting Signs Required?
Posting Signs in Place?
Bridge Rail (36a)
Rail Transition (36b)
Approach G'Rail (36c)
Guard Rail Ends (36d)
Bridge End General Comments:
Additional Photo If Necessary
Additional Photo If Necessary
Additional Photo If Necessary
Additional Photo If Necessary
DECK
Joint Condition
Drain Condition
Rail Condition
Sidewalk Condition
Live Load Deflection/Vibration
Debris Accumulation on Deck
Overall Deck Condition
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
Additional Photo If Necessary
Additional Photo If Necessary
Additional Photo If Necessary
SUPERSTRUCTURE
Girders
Diaphragms
Stringers
Floor Beams
Sway Bracing
Hangers
Paint
Cap/Girder Debris
Collision Damage
Have Flood Waters Reached Superstructure?
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
Additional Photo If Necessary
Additional Photo If Necessary
Additional Photo If Necessary
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
Cap
Piling Foundations
Pile Type
Back Wall
Embankment
Slope Protection
Scour
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Intermediate Bents
Bearings
Cap
Piles/Columns
Pile Type
Footings
Web Walls
Bracing
Scour
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
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?
General Substructure Comments
Scour/Waterway Appraisal
Scour Critical (113)
Scour Indicator Notes: (Describe scour condition)
Scour Countermeasures in Place?
Debris/Drift Upstream?
Debris/Drift Site?
Debris/Drift Downstream?
Overall Channel Condition
Indications that High Waters Overtop Structure and/or Approach Roadway?
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)
General Waterway/Scour Comments:
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Inspection Team Summary
General Notes
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Additional Photo if Necessary
Team Leader
