FOSTER AVE over N BR CHI RIV CENTER
Map
Coordinates:
+41.97540, -87.7272341°58'31" N, 87°43'38" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FOSTER AVE over N BR CHI RIV CENTER |
| Structure number: | 000016024904011 |
| Location: | 0.1 M E PULASKI RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 101.7 ft. [31.0 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 67.9 ft. [20.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1933 |
| Year reconstructed: | 1985 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 2 |
| 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: | 19,800 [as of 2006] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 77.2 tons [70.2 metric tons] |
| Inventory rating: | 46.5 tons [42.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 73.8 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $587,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 26,300 [as of 1998] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 77.2 tons [70.2 metric tons] |
| Inventory rating: | 46.5 tons [42.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 71.5 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $587,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28,100 [as of 1986] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 77.2 tons [70.2 metric tons] |
| Inventory rating: | 46.5 tons [42.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 70.1 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $587,000 |