| Deck Condition | Serious - Loss of section, deterioration, spalling or scour have seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present. |
| Superstructure Condition | Serious - Loss of section, deterioration, spalling or scour have seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present. |
| Substructure Condition | Serious - Loss of section, deterioration, spalling or scour have seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present. |
| Culvert Condition | Not Applicable - Structure is not a culvert. |
| 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 | Meets minimum tolerable limits to be left in place as is |
| Underclearance Evaluation | Not applicable |
| Approach Roadway Alignment | Equal to 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. |