I 110 over EXPOSITION BL,UPRR/LACTC
Map
Coordinates:
+34.01833, -118.2783334°01'06" N, 118°16'42" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I 110 over EXPOSITION BL,UPRR/LACTC |
| Structure number: | 53 0898 |
| Location: | 07-LA-110-20-LA |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 172.9 ft. [52.7 m] |
| Roadway width between curbs: | 187.3 ft. [57.1 m] |
| Deck width edge-to-edge: | 240.8 ft. [73.4 m] |
| Vertical clearance below bridge: | 18.7 ft. [5.7 m] |
| Skew angle: | 26° |
| Owner: | State Highway Agency [01] |
| Year built: | 1956 |
| Year reconstructed: | 1996 |
| 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: | 4 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 289,000 [as of 1998] |
| Truck traffic: | 3% 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: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $3,274,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 244,600 [as of 1997] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Sufficiency rating: | 74.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $6,963,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 248,500 [as of 1990] |
| Deck condition: | Good [7 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] |
| Operating rating: | 72.3 tons [65.7 metric tons] |
| Inventory rating: | 44.6 tons [40.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,416,000 |