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Bridge Bearing & Expansion Joint Inspection
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Detailed condition assessment of bridge bearings and deck expansion joints, documenting movement, alignment, corrosion, and joint seal integrity.
NBIS 23 CFR 650 Subpart CAASHTO Manual for Bridge EvaluationFHWA Bridge Inspector's Reference Manual
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Inspection Setup
- NBI structure number *
- Date of inspection *
- Ambient temperature at time of inspection (deg F)
- Is the bearing/joint layout plan referenced for member identification? *
Bearing Condition
- Are elastomeric/pot/rocker/roller bearings free of excessive corrosion or section loss? *
- Are bearings properly seated and free of tipping, walking, or misalignment beyond design tolerance? *
- Do bearings show movement consistent with thermal position (not frozen or locked)? *
- Are elastomeric bearing pads free of bulging, splitting, or delamination?
- Are anchor bolts, masonry plates, and keeper assemblies intact and tight? *
Expansion Joint Condition
- Are joint seals (strip, compression, finger, modular) intact and watertight? *
- Is the measured joint gap within the expected range for the recorded temperature? *
- Measured joint opening (inches)
- Are joint armoring/nosing and anchorages free of cracking, spalling, or loosening? *
- Is the joint free of debris packing that could restrict movement?
Related Distress & Drainage
- Are bearing seats and pedestals free of water staining, spalling, or leakage from joints above? *
- Is substructure below joints free of chloride-laden runoff damage?
- Are drainage troughs/downspouts at joints functioning and unclogged?
Rating & Actions
- Bearing element condition state (1-4 per AASHTO element inspection)
- Joint element condition state (1-4)
- Are follow-up maintenance or repair actions recommended? *
- Notes and recommended actions
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