SR 203 over DEER CREEK
Map
Coordinates:
+47.71106, -121.9842747°42'40" N, 121°59'03" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 203 over DEER CREEK |
| Structure number: | 0003124B0000000 |
| Location: | 12.8 N JCT SR 202 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 54.1 ft. [16.5 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1946 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 13.5 / HS 15 [3] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,596 [as of 2007] |
| Truck traffic: | 10% 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: | 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 assessed or calculated scour condition. [5] |
| Operating rating: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Sufficiency rating: | 78.0 |
| Estimated cost of work: | $51,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,965 [as of 1994] |
| 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] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Sufficiency rating: | 83.0 |
| Estimated cost of work: | $51,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,650 [as of 1984] |
| Truck traffic: | 15% 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: | 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: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 86.5 |
| Estimated cost of work: | $100,000 |