IRR:MARINE HWY RT over METLAKATLA FERRY TERM
Map
Coordinates:
+55.13000, -131.5716755°07'48" N, 131°34'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | IRR:MARINE HWY RT over METLAKATLA FERRY TERM |
| Structure number: | 0178 |
| Location: | METLAKATLA |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 151.9 ft. [46.3 m] |
| Total length: | 166.0 ft. [50.6 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 16.7 ft. [5.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1973 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Orthotropic [08] |
| Deck type: | Steel plate (includes orthotropic) [5] |
| Wearing surface: | Other [9] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2007] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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 assessed or calculated scour condition. [5] |
| Operating rating: | 69.3 tons [63.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 66.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 69.3 tons [63.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.1 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 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: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 69.3 tons [63.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 54.1 |