HYDABURG HIGHWAY over BEAVER CREEK
Map
Coordinates:
+55.34167, -132.8477855°20'30" N, 132°50'52" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HYDABURG HIGHWAY over BEAVER CREEK |
| Structure number: | 1607 |
| Location: | MILE POINT 12.5 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 88.9 ft. [27.1 m] |
| Total length: | 91.9 ft. [28.0 m] |
| Roadway width between curbs: | 28.9 ft. [8.8 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1982 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Tee beam [04] |
| Deck type: | Other [9] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 83 [as of 2008] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 99.7 tons [90.6 metric tons] |
| Inventory rating: | 68.6 tons [62.4 metric tons] |
| Sufficiency rating: | 94.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 145 [as of 1998] |
| Truck traffic: | 1% 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] |
| Inventory rating: | 67.3 tons [61.2 metric tons] |
| Sufficiency rating: | 93.6 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 132 [as of 1990] |
| Deck condition: | Good [7 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: | 69.3 tons [63.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 94.0 |