I- 94 EB TO SI/103 over I- 94 BISHOP FORD
Map
Coordinates:
+41.71284, -87.5988341°42'46" N, 87°35'56" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I- 94 EB TO SI/103 over I- 94 BISHOP FORD |
| Structure number: | 000016243620375 |
| Location: | 0.5 M E ML KING |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 90.9 ft. [27.7 m] |
| Total length: | 249.0 ft. [75.9 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 1970 |
| 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: | 3 |
| Main spans material: | Steel continuous [4] |
| 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: | 15,009 [as of 2008] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 94.1 tons [85.5 metric tons] |
| Inventory rating: | 56.4 tons [51.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $238,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,550 [as of 1978] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 67.3 tons [61.2 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $238,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 37,100 [as of 1978] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 67.3 tons [61.2 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $238,000 |