FAIRFAX AVE over BALLONA CREEK
Map
Coordinates:
+34.03806, -118.3688934°02'17" N, 118°22'08" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAIRFAX AVE over BALLONA CREEK |
| Structure number: | 53C0132 |
| Location: | 0.13 MI S/O VENICE BLVD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 70.9 ft. [21.6 m] |
| Total length: | 75.1 ft. [22.9 m] |
| Roadway width between curbs: | 64.0 ft. [19.5 m] |
| Deck width edge-to-edge: | 75.5 ft. [23.0 m] |
| Skew angle: | 14° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1962 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42,000 [as of 2002] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 92.6 tons [84.2 metric tons] |
| Inventory rating: | 57.0 tons [51.8 metric tons] |
| Sufficiency rating: | 89.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42,000 [as of 1998] |
| Truck traffic: | 4% 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 90.8 tons [82.5 metric tons] |
| Inventory rating: | 56.9 tons [51.7 metric tons] |
| Sufficiency rating: | 93.1 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42,000 [as of 1987] |
| Truck traffic: | 4% 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 90.1 tons [81.9 metric tons] |
| Inventory rating: | 56.4 tons [51.3 metric tons] |
| Sufficiency rating: | 93.9 |