M-5 EB over ROUGE RIVER
Map
Coordinates:
+42.42055, -83.2680542°25'14" N, 83°16'05" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | M-5 EB over ROUGE RIVER |
| Structure number: | 82182121000B010 |
| Location: | IN DETROIT |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 96.8 ft. [29.5 m] |
| Total length: | 102.4 ft. [31.2 m] |
| Roadway width between curbs: | 52.2 ft. [15.9 m] |
| Deck width edge-to-edge: | 60.4 ft. [18.4 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 2003 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span 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: | 9,098 [as of 2007] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 62.6 tons [56.9 metric tons] |
| Inventory rating: | 45.5 tons [41.4 metric tons] |
| Sufficiency rating: | 81.4 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,000 [as of 1995] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 92.0 tons [83.6 metric tons] |
| Inventory rating: | 42.0 tons [38.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 67.6 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,500 [as of 1982] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Inventory rating: | 42.1 tons [38.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 51.4 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $130,000 |