WILSHIRE BLVD over ROUTE 110
Map
Coordinates:
+34.05167, -118.2600034°03'06" N, 118°15'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WILSHIRE BLVD over ROUTE 110 |
| Structure number: | 53 0748 |
| Location: | 07-LA-110-22.67-LA |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 65.9 ft. [20.1 m] |
| Total length: | 190.0 ft. [57.9 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 91.9 ft. [28.0 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Skew angle: | 16° |
| Owner: | State Highway Agency [01] |
| Year built: | 1952 |
| 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: | Concrete continuous [2] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 23,000 [as of 2000] |
| Truck traffic: | 1% 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: | 109.8 tons [99.8 metric tons] |
| Inventory rating: | 90.8 tons [82.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 88.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 23,000 [as of 1998] |
| Truck traffic: | 1% 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] |
| Inventory rating: | 90.8 tons [82.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,918,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 23,000 [as of 1988] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 90.1 tons [81.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 90.0 |