KEITH AVENUE over BROENING HGWY
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | KEITH AVENUE over BROENING HGWY |
| Structure number: | 200000BC4301010 |
| Location: | KEITH AVE OV BROENING HWY |
| Purpose: | Carries highway over highway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 78.1 ft. [23.8 m] |
| Total length: | 195.9 ft. [59.7 m] |
| Roadway width between curbs: | 30.2 ft. [9.2 m] |
| Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Skew angle: | 13° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1973 |
| 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 [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,690 [as of 2007] |
| Truck traffic: | 5% of total traffic |
| 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: | 89.1 tons [81.0 metric tons] |
| Inventory rating: | 54.5 tons [49.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 88.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $58,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,450 [as of 1994] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 89.1 tons [81.0 metric tons] |
| Inventory rating: | 54.5 tons [49.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 61.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $27,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25 [as of 1981] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 89.1 tons [81.0 metric tons] |
| Inventory rating: | 54.5 tons [49.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 96.0 |