DICKERSON AVE over I-94
Map
Coordinates:
+42.40147, -82.9730342°24'05" N, 82°58'23" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | DICKERSON AVE over I-94 |
| Structure number: | 82182025000S070 |
| Location: | IN DETROIT |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 54.8 ft. [16.7 m] |
| Total length: | 164.1 ft. [50.0 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 71.9 ft. [21.9 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 5° |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Year reconstructed: | 2001 |
| 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: | 4 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,710 |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 51.0 tons [46.4 metric tons] |
| Sufficiency rating: | 72.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,710 [as of 1978] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 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: | 51.0 tons [46.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 43.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,710 [as of 1978] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.9 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $75,000 |