SB W GRAND BLVD over I-94
Map
Coordinates:
+42.34661, -83.1094142°20'48" N, 83°06'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SB W GRAND BLVD over I-94 |
| Structure number: | 82182023000S130 |
| Location: | IN DETROIT |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 76.8 ft. [23.4 m] |
| Total length: | 242.8 ft. [74.0 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 56.8 ft. [17.3 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 3° |
| Owner: | State Highway Agency [01] |
| Year built: | 1953 |
| 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: | 5 |
| 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: | 18,640 |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 73.5 tons [66.8 metric tons] |
| Inventory rating: | 44.1 tons [40.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 42.4 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $59,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,640 [as of 1978] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Fair [5 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: | 47.0 tons [42.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 23.3 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,640 [as of 1978] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 46.5 tons [42.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 46.6 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $59,000 |