OAKMAN BLVD EB over I-96 (JEFFRIES FRWY)
Map
Coordinates:
+42.37689, -83.1464142°22'37" N, 83°08'47" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | OAKMAN BLVD EB over I-96 (JEFFRIES FRWY) |
| Structure number: | 82182123000S253 |
| Location: | IN DETROIT |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 116.8 ft. [35.6 m] |
| Total length: | 233.0 ft. [71.0 m] |
| Roadway width between curbs: | 38.4 ft. [11.7 m] |
| Deck width edge-to-edge: | 50.9 ft. [15.5 m] |
| Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
| Skew angle: | 48° |
| Owner: | State Highway Agency [01] |
| Year built: | 1971 |
| Year reconstructed: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| 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: | 5,075 [as of 2008] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 68.0 tons [61.8 metric tons] |
| Sufficiency rating: | 90.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,300 [as of 1974] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Inventory rating: | 68.0 tons [61.8 metric tons] |
| Sufficiency rating: | 93.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,300 [as of 1974] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 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] |
| Inventory rating: | 67.3 tons [61.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 69.7 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $249,000 |