TORRENCE AVE over CALUMET RIVER
Map
Coordinates:
+41.66960, -87.5592541°40'11" N, 87°33'33" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | TORRENCE AVE over CALUMET RIVER |
| Structure number: | 000016605026646 |
| Location: | 12440 S TORRENCE AVE |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 275.9 ft. [84.1 m] |
| Total length: | 497.1 ft. [151.5 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 65.9 ft. [20.1 m] |
| Vertical clearance above deck: | 18.0 ft. [5.5 m] |
| Vertical clearance below bridge: | 24.0 ft. [7.3 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1938 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Movable - Lift [15] |
| Deck type: | Closed Grating [4] |
| Wearing surface: | Other [9] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 10,300 [as of 2006] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 40.6 tons [36.9 metric tons] |
| Inventory rating: | 29.7 tons [27.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 31.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,952,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,600 [as of 1998] |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | In place but in a deteriorated condition [3] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 46.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,952,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,900 [as of 1986] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Pier/abutment protection: | In place but in a deteriorated condition [3] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 54.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,952,000 |