CRAIG/KLAWOCK/HOLL over HARRIS RIVER
Map
Coordinates:
+55.47000, -132.8533355°28'12" N, 132°51'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CRAIG/KLAWOCK/HOLL over HARRIS RIVER |
| Structure number: | 0481 |
| Location: | MILE POINT 19.4 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 78.1 ft. [23.8 m] |
| Total length: | 81.0 ft. [24.7 m] |
| Roadway width between curbs: | 28.2 ft. [8.6 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Skew angle: | 25° |
| Owner: | State Highway Agency [01] |
| Year built: | 1969 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| 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: | 446 [as of 2008] |
| Truck traffic: | 1% 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 93.9 tons [85.4 metric tons] |
| Inventory rating: | 43.3 tons [39.4 metric tons] |
| Sufficiency rating: | 89.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 602 [as of 1998] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 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: | 74.2 tons [67.5 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 71.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 492 [as of 1990] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 74.2 tons [67.5 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 87.2 |