MONROE ST over I- 90,94 JFK
Map
Coordinates:
+41.88051, -87.6455041°52'50" N, 87°38'44" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MONROE ST over I- 90,94 JFK |
| Structure number: | 000016205426315 |
| Location: | 0.3 M N I-290 |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 101.1 ft. [30.8 m] |
| Total length: | 282.2 ft. [86.0 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 62.0 ft. [18.9 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1955 |
| 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: | 4 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Other [9] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,900 [as of 2006] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 84.2 tons [76.5 metric tons] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,573,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,400 [as of 1986] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 71.3 tons [64.8 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 32.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,573,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,400 [as of 1986] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 71.3 tons [64.8 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 63.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,573,000 |