STATE ROUTE 99 over STRAWBERRY CREEK
Map
Coordinates:
+38.45806, -121.4111138°27'29" N, 121°24'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | STATE ROUTE 99 over STRAWBERRY CREEK |
| Structure number: | 24 0016 |
| Location: | 03-SAC-099-16.35-SAC |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 18.0 ft. [5.5 m] |
| Total length: | 55.1 ft. [16.8 m] |
| Roadway width between curbs: | 112.9 ft. [34.4 m] |
| Deck width edge-to-edge: | 177.5 ft. [54.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1924 |
| Year reconstructed: | 1955 |
| 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: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans 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: | 117,000 [as of 2000] |
| Truck traffic: | 16% 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 41.7 tons [37.9 metric tons] |
| Inventory rating: | 25.0 tons [22.7 metric tons] |
| Sufficiency rating: | 69.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 76,000 [as of 1997] |
| Truck traffic: | 16% 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 40.9 tons [37.2 metric tons] |
| Inventory rating: | 25.0 tons [22.7 metric tons] |
| Sufficiency rating: | 66.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 69,200 [as of 1990] |
| Truck traffic: | 16% 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 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 40.6 tons [36.9 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 51.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $658,000 |