LAKE SHORE DRIVE over MAIN BR CHICAGO RIV
Map
Coordinates:
+41.88865, -87.6139641°53'19" N, 87°36'50" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LAKE SHORE DRIVE over MAIN BR CHICAGO RIV |
| Structure number: | 000016603027328 |
| Location: | 402 N & 520 E |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 264.1 ft. [80.5 m] |
| Total length: | 356.0 ft. [108.5 m] |
| Roadway width between curbs: | 80.7 ft. [24.6 m] |
| Deck width edge-to-edge: | 107.6 ft. [32.8 m] |
| Vertical clearance below bridge: | 24.9 ft. [7.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1937 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Movable - Bascule [16] |
| Deck type: | Closed Grating [4] |
| Wearing surface: | Other [9] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 126,209 [as of 2008] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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 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: | Functionally obsolete [2] |
| Sufficiency rating: | 76.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 163,600 [as of 1995] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| 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] |
| Sufficiency rating: | 94.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 121,200 [as of 1989] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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] |
| 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] |
| Sufficiency rating: | 95.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $11,840,000 |