M-102 LEFT TRN RMP over M-39
Map
Coordinates:
+42.44416, -83.2198142°26'39" N, 83°13'11" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | M-102 LEFT TRN RMP over M-39 |
| Structure number: | 82182193000S100 |
| Location: | N LIMITS OF DETROIT |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 65.9 ft. [20.1 m] |
| Total length: | 131.9 ft. [40.2 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 1964 |
| 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: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,160 [as of 1982] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 108.0 tons [98.2 metric tons] |
| Inventory rating: | 64.8 tons [58.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $386,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,160 [as of 1982] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Very Good [8 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] |
| Operating rating: | 108.0 tons [98.2 metric tons] |
| Inventory rating: | 64.8 tons [58.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 60.0 |
| 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: | 5,160 [as of 1982] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 46.5 tons [42.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.0 |
| Estimated cost of work: | $386,000 |