MACARTHUR BLVD over ROUTE 580
Map
Coordinates:
+37.82000, -122.2533337°49'12" N, 122°15'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MACARTHUR BLVD over ROUTE 580 |
| Structure number: | 33 0287 |
| Location: | 04-ALA-580-44.32-OAK |
| Purpose: | Carries highway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 128.0 ft. [39.0 m] |
| Total length: | 896.0 ft. [273.1 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 38° |
| Owner: | State Highway Agency [01] |
| Year built: | 1961 |
| 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: | 8 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,000 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.7 tons [73.4 metric tons] |
| Inventory rating: | 47.9 tons [43.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 72.8 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $4,776,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,000 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.7 tons [73.4 metric tons] |
| Inventory rating: | 47.9 tons [43.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 73.8 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $3,408,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,000 [as of 1990] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 47.5 tons [43.2 metric tons] |
| Sufficiency rating: | 79.4 |