EB STATE ROUTE 237 over COYOTE CREEK
Map
Coordinates:
+37.42250, -121.9272237°25'21" N, 121°55'38" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | EB STATE ROUTE 237 over COYOTE CREEK |
| Structure number: | 37 0084R |
| Location: | 04-SCL-237-8.72-SJS |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 77.1 ft. [23.5 m] |
| Total length: | 193.9 ft. [59.1 m] |
| Roadway width between curbs: | 66.6 ft. [20.3 m] |
| Deck width edge-to-edge: | 69.6 ft. [21.2 m] |
| Skew angle: | 57° |
| Owner: | State Highway Agency [01] |
| Year built: | 1972 |
| Year reconstructed: | 1999 |
| 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: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 58,500 [as of 1999] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 109.8 tons [99.8 metric tons] |
| Inventory rating: | 62.8 tons [57.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 91.3 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 44,750 [as of 1997] |
| Truck traffic: | 9% 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Inventory rating: | 62.8 tons [57.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 84.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 36,800 [as of 1990] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 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] |
| Inventory rating: | 62.4 tons [56.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 87.9 |