FLETCHER DR over LOS ANGELES RIVER
Map
Coordinates:
+34.10833, -118.2533334°06'30" N, 118°15'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FLETCHER DR over LOS ANGELES RIVER |
| Structure number: | 53C0096 |
| Location: | 0.1 M NE FWY 5 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 66.9 ft. [20.4 m] |
| Total length: | 473.1 ft. [144.2 m] |
| Roadway width between curbs: | 55.8 ft. [17.0 m] |
| Deck width edge-to-edge: | 70.9 ft. [21.6 m] |
| Skew angle: | 49° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1927 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 7 |
| 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: | 41,100 [as of 2004] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 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: | 72.8 tons [66.2 metric tons] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Sufficiency rating: | 72.6 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,100 [as of 1998] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 72.8 tons [66.2 metric tons] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Sufficiency rating: | 75.5 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,100 [as of 1987] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 72.3 tons [65.7 metric tons] |
| Inventory rating: | 44.6 tons [40.5 metric tons] |
| Sufficiency rating: | 75.7 |