SR 4 over ELOCHOMAN RIVER
Map
Coordinates:
+46.22884, -123.3939446°13'44" N, 123°23'38" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 4 over ELOCHOMAN RIVER |
| Structure number: | 0004999A0000000 |
| Location: | 29.0 E JCT SR 401 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 160.1 ft. [48.8 m] |
| Total length: | 165.0 ft. [50.3 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
| Vertical clearance above deck: | 15.1 ft. [4.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1955 |
| 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: | Truss - Thru [10] |
| 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: | 2,651 [as of 2007] |
| Truck traffic: | 20% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 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: | 68.3 tons [62.1 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 62.5 |
| Estimated cost of work: | $143,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,801 [as of 2000] |
| Truck traffic: | 20% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 76.2 |
| Estimated cost of work: | $126,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,300 [as of 1984] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 58.6 |
| Estimated cost of work: | $666,000 |