I-94 EB over I-94 RAMP TO M-10
Map
Coordinates:
+42.35875, -83.0764742°21'32" N, 83°04'35" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-94 EB over I-94 RAMP TO M-10 |
| Structure number: | 82182023000S230 |
| Location: | IN DETROIT OVER RAMP D-A |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 78.7 ft. [24.0 m] |
| Total length: | 186.0 ft. [56.7 m] |
| Roadway width between curbs: | 51.2 ft. [15.6 m] |
| Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Skew angle: | 54° |
| Owner: | State Highway Agency [01] |
| Year built: | 1955 |
| Year reconstructed: | 1995 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18 / HS 20 [5] |
| 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 59,083 [as of 2007] |
| Truck traffic: | 11% 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: | 94.1 tons [85.5 metric tons] |
| Inventory rating: | 45.0 tons [40.9 metric tons] |
| Sufficiency rating: | 89.3 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 126,000 [as of 1995] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 94.1 tons [85.5 metric tons] |
| Inventory rating: | 45.0 tons [40.9 metric tons] |
| Sufficiency rating: | 80.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 54,800 [as of 1982] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 44.6 tons [40.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,650,000 |