I485 WBL over LONG CREEK
Map
Coordinates:
+35.34544, -80.8762535°20'44" N, 80°52'34" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | I485 WBL over LONG CREEK |
| Structure number: | 000000001190960 |
| Location: | 0.8 MI. W. JCT. SR2113 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 79.1 ft. [24.1 m] |
| Total length: | 279.9 ft. [85.3 m] |
| Roadway width between curbs: | 59.1 ft. [18.0 m] |
| Deck width edge-to-edge: | 62.0 ft. [18.9 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 4 |
| Main spans material: | Prestressed concrete [5] |
| Main spans 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: | 31,550 [as of 2005] |
| Truck traffic: | 16% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 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: | 68.3 tons [62.1 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Sufficiency rating: | 97.0 |