| Deck Condition | Not Applicable |
| Superstructure Condition | Not Applicable |
| Substructure Condition | Not Applicable |
| Culvert Condition | Poor - Large spalls, heavy scaling, wide cracks, considerable efflorescence, or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. |
| Channel Condition | Poor - Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. |
| Railings | Unknown |
| Transitions | Unknown |
| Approach Guardrail | Unknown |
| Approach Guardrail Ends | Unknown |
| Deck Geometry Evaluation | Not applicable |
| Underclearance Evaluation | Not applicable |
| Approach Roadway Alignment | Better than present minimum criteria |
| Scour Critical Bridges | Bridge foundations determined to be stable for assessed or calculated scour conditions; calculated scour is above top of footing. |