BEL AIR RD over UNNAMED CREEK
Map
Coordinates:
+34.07639, -118.4375034°04'35" N, 118°26'15" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BEL AIR RD over UNNAMED CREEK |
| Structure number: | 53C1099 |
| Location: | SUNSET BL & ST PIERRE RD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1923 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 9 / H 10 [1] |
| Main span material: | Concrete [1] |
| Main span design: | Mixed types [20] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,750 [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] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 39.9 tons [36.3 metric tons] |
| Inventory rating: | 23.9 tons [21.7 metric tons] |
| Sufficiency rating: | 65.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,170 [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] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 38.9 tons [35.4 metric tons] |
| Inventory rating: | 22.9 tons [20.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 61.3 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $175,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,170 [as of 1984] |
| 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] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 38.6 tons [35.1 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 61.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $70,000 |