PULASKI RD & RAMPS over I- 55 STEVENSON
Map
Coordinates:
+41.82321, -87.7239341°49'24" N, 87°43'26" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | PULASKI RD & RAMPS over I- 55 STEVENSON |
| Structure number: | 000016074404372 |
| Location: | 0.92 M S OF 31ST ST |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 101.7 ft. [31.0 m] |
| Total length: | 330.1 ft. [100.6 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 87.9 ft. [26.8 m] |
| Vertical clearance below bridge: | 20.3 ft. [6.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1963 |
| 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: | 4 |
| 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: | 23,400 [as of 2006] |
| Truck traffic: | 25% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 76.2 tons [69.3 metric tons] |
| Inventory rating: | 45.5 tons [41.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $5,750,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 43,100 [as of 1998] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 76.2 tons [69.3 metric tons] |
| Inventory rating: | 45.5 tons [41.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 69.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $5,750,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28,100 [as of 1990] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 50.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $5,750,000 |