JACKSON BOULEVARD over ICG RR
Map
Coordinates:
+41.87828, -87.6228341°52'42" N, 87°37'22" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | JACKSON BOULEVARD over ICG RR |
| Structure number: | 000016616227242 |
| Location: | 300 S & 200 E |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 78.7 ft. [24.0 m] |
| Total length: | 209.0 ft. [63.7 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 85.0 ft. [25.9 m] |
| Vertical clearance below bridge: | 17.7 ft. [5.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1926 |
| Year reconstructed: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,900 [as of 2006] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 79.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,008,000 |
2000 Inspection
| Status: | Open, would be posted or closed except for temporary shoring [D] |
| Average daily traffic: | 6,600 [as of 1986] |
| Deck condition: | Critical [2 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Critical [2 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 13.9 tons [12.6 metric tons] |
| Inventory rating: | 10.9 tons [9.9 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: | $3,008,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,600 [as of 1986] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Critical [2 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 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: | $3,008,000 |