STATE ROUTE 51 over AMERICAN RIVER
Map
Coordinates:
+38.58833, -121.4450038°35'18" N, 121°26'42" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | STATE ROUTE 51 over AMERICAN RIVER |
| Structure number: | 24 0003 |
| Location: | 03-SAC-051-2.61-SAC |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 125.0 ft. [38.1 m] |
| Total length: | 1699.6 ft. [518.0 m] |
| Roadway width between curbs: | 89.9 ft. [27.4 m] |
| Deck width edge-to-edge: | 94.5 ft. [28.8 m] |
| Skew angle: | 21° |
| Owner: | State Highway Agency [01] |
| Year built: | 1954 |
| Year reconstructed: | 1966 |
| 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: | 8 |
| Main spans material: | Steel [3] |
| Main spans 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: | 163,000 [as of 2000] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 28.9 tons [26.3 metric tons] |
| Inventory rating: | 17.9 tons [16.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 52.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $26,001,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 152,000 [as of 1997] |
| Truck traffic: | 6% 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 28.9 tons [26.3 metric tons] |
| Inventory rating: | 17.9 tons [16.3 metric tons] |
| Sufficiency rating: | 57.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 147,000 [as of 1990] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 49.5 tons [45.0 metric tons] |
| Inventory rating: | 2.0 tons [1.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 21.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $47,020,000 |