I96WB TO I94WB RMP over I-96 & RAMP
Map
Coordinates:
+42.35030, -83.0990842°21'01" N, 83°05'57" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I96WB TO I94WB RMP over I-96 & RAMP |
| Structure number: | 82182123000S420 |
| Location: | IN DETROIT |
| Purpose: | Carries highway overpass (third level) over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 110.9 ft. [33.8 m] |
| Total length: | 756.9 ft. [230.7 m] |
| Roadway width between curbs: | 36.7 ft. [11.2 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1971 |
| Year reconstructed: | 2005 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 10 |
| 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: | 6,290 [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: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 53.0 tons [48.2 metric tons] |
| Sufficiency rating: | 94.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $455,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,290 [as of 1982] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 53.0 tons [48.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 79.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,290 [as of 1982] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 52.5 tons [47.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 82.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $455,000 |