S LAKE SHORE DRIVE over JACKSON PK LAGOON IN
Map
Coordinates:
+41.78829, -87.5777941°47'18" N, 87°34'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | S LAKE SHORE DRIVE over JACKSON PK LAGOON IN |
| Structure number: | 000016619526840 |
| Location: | 5900 S & 1900 E |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 45.9 ft. [14.0 m] |
| Roadway width between curbs: | 60.0 ft. [18.3 m] |
| Deck width edge-to-edge: | 91.2 ft. [27.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1891 |
| Year reconstructed: | 1995 |
| 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: | 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: | 28,000 [as of 2008] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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: | 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: | 81.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50,100 [as of 1993] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 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] |
| Sufficiency rating: | 78.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50,100 [as of 1989] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Critical [2 out of 9] |
| Substructure condition: | Critical [2 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 18.6 tons [16.9 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 17.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,025,000 |