| 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 | Satisfactory - Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. |
| Railings | Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided. |
| Transitions | Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided. |
| Approach Guardrail | Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided. |
| Approach Guardrail Ends | Inspected feature does not meet currently acceptable standards or a safety feature is required and none is provided. |
| Deck Geometry Evaluation | Superior to present desirable criteria |
| 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. |