WENTWORTH AVE over I- 90,94 RYAN
Map
Coordinates:
+41.77819, -87.6300141°46'41" N, 87°37'48" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WENTWORTH AVE over I- 90,94 RYAN |
| Structure number: | 000016100726267 |
| Location: | 0.2 M W STATE ST |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 160.1 ft. [48.8 m] |
| Total length: | 500.0 ft. [152.4 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1960 |
| 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: | 14,800 [as of 2006] |
| Truck traffic: | 14% of total traffic |
| 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: | 71.3 tons [64.8 metric tons] |
| Inventory rating: | 42.6 tons [38.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,967,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,009 [as of 1997] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 75.2 tons [68.4 metric tons] |
| Inventory rating: | 43.6 tons [39.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 61.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,967,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Deck condition: | Poor [4 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: | 75.2 tons [68.4 metric tons] |
| Inventory rating: | 43.6 tons [39.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 84.0 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $112,000 |