LAWRENCE AVE over I- 90 JFK & CTA
Map
Coordinates:
+41.96787, -87.7556141°58'04" N, 87°45'20" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LAWRENCE AVE over I- 90 JFK & CTA |
| Structure number: | 000016083604465 |
| Location: | 0.6 M NW IL 50 |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 130.9 ft. [39.9 m] |
| Total length: | 359.9 ft. [109.7 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 71.9 ft. [21.9 m] |
| Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 4 |
| Main spans material: | Steel [3] |
| 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: | 17,900 [as of 2006] |
| Truck traffic: | 24% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 78.2 tons [71.1 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 65.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $2,709,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,400 [as of 1998] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 78.2 tons [71.1 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 76.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $2,709,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 27,400 [as of 1990] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 78.2 tons [71.1 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $2,709,000 |