SACRAMENTO BLVD over I-290 IKE & CTA
Map
Coordinates:
+41.87532, -87.7010241°52'31" N, 87°42'04" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SACRAMENTO BLVD over I-290 IKE & CTA |
| Structure number: | 000016075404378 |
| Location: | 1.4 M W US 34 |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 73.2 ft. [22.3 m] |
| Total length: | 213.6 ft. [65.1 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 69.6 ft. [21.2 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1953 |
| Year reconstructed: | 1984 |
| 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: | 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: | Other [9] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,000 [as of 2006] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 61.4 tons [55.8 metric tons] |
| Inventory rating: | 38.6 tons [35.1 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: | $2,987,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,600 [as of 1994] |
| Deck condition: | Satisfactory [6 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: | 61.4 tons [55.8 metric tons] |
| Inventory rating: | 38.6 tons [35.1 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: | $2,987,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,500 [as of 1986] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 61.4 tons [55.8 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Sufficiency rating: | 66.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,987,000 |