N LASALLE ST over MAIN BR CHICAGO RIV
Map
Coordinates:
+41.88780, -87.6324241°53'16" N, 87°37'57" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N LASALLE ST over MAIN BR CHICAGO RIV |
| Structure number: | 000016603226800 |
| Location: | 307 N LASALLE ST. |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 242.1 ft. [73.8 m] |
| Total length: | 347.1 ft. [105.8 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 86.0 ft. [26.2 m] |
| Vertical clearance below bridge: | 18.7 ft. [5.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1928 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Steel [3] |
| Main span design: | Movable - Bascule [16] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Other [9] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,050 [as of 2006] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 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: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 41.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,612,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,004 [as of 1989] |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 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 and functioning [2] |
| 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: | 48.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,612,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,009 [as of 1989] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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 and functioning [2] |
| 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: | 63.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,612,000 |