LAKE SHORE DR over OGDEN SLIP
Map
Coordinates:
+41.89019, -87.6139041°53'25" 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 DR over OGDEN SLIP |
| Structure number: | 000016610424378 |
| Location: | 450 N & 484 E |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 112.9 ft. [34.4 m] |
| Total length: | 202.1 ft. [61.6 m] |
| Roadway width between curbs: | 155.8 ft. [47.5 m] |
| Deck width edge-to-edge: | 250.7 ft. [76.4 m] |
| Vertical clearance below bridge: | 18.7 ft. [5.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1986 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| 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: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 121,200 [as of 2008] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| 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: | 163,600 [as of 1995] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Pier/abutment protection: | In place but re-evaluation of design suggested [4] |
| 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: | 85.0 |
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: | Very Good [8 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 85.0 |