39TH ST (PERSHING over RACINE AVE & RR
Map
Coordinates:
+41.82330, -87.6559541°49'24" N, 87°39'21" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 39TH ST (PERSHING over RACINE AVE & RR |
| Structure number: | 000016039604118 |
| Location: | 1.3 W I-94 |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 107.0 ft. [32.6 m] |
| Total length: | 652.3 ft. [198.8 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1936 |
| Year reconstructed: | 1979 |
| 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: | 13 |
| Main spans material: | Steel continuous [4] |
| Main spans 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: | 17,000 [as of 2006] |
| Truck traffic: | 17% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 25.7 tons [23.4 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $6,950,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,500 [as of 1998] |
| Deck condition: | Satisfactory [6 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: | 57.4 tons [52.2 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.2 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $6,950,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,600 [as of 1990] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 67.3 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $6,950,000 |