I-94 W-S RAMP over I-75 & RAMP
Map
Coordinates:
+42.36897, -83.0579442°22'08" N, 83°03'29" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-94 W-S RAMP over I-75 & RAMP |
| Structure number: | 82182251000S290 |
| Location: | IN DETROIT |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 67.9 ft. [20.7 m] |
| Total length: | 185.7 ft. [56.6 m] |
| Roadway width between curbs: | 35.1 ft. [10.7 m] |
| Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Skew angle: | 20° |
| Owner: | State Highway Agency [01] |
| Year built: | 1962 |
| Year reconstructed: | 2002 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,870 [as of 1982] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 45.0 tons [40.9 metric tons] |
| Inventory rating: | 45.0 tons [40.9 metric tons] |
| Sufficiency rating: | 94.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,870 [as of 1982] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 53.9 tons [49.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,870 [as of 1982] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 66.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $31,000 |