AVENUE 43 over ROUTE 110
Map
Coordinates:
+34.09333, -118.2033334°05'36" N, 118°12'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | AVENUE 43 over ROUTE 110 |
| Structure number: | 53 0427 |
| Location: | 07-LA-110-27.12-LA |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 68.9 ft. [21.0 m] |
| Total length: | 194.9 ft. [59.4 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
| Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1939 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 13.5 / HS 15 [3] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,000 [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: | 62.8 tons [57.1 metric tons] |
| Inventory rating: | 36.9 tons [33.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 72.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,187,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,000 [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] |
| Operating rating: | 62.8 tons [57.1 metric tons] |
| Inventory rating: | 36.9 tons [33.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 72.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,272,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,000 [as of 1988] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 36.6 tons [33.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 73.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $513,000 |