US 69 SBFR over RHODAIR GULLY
Map
Coordinates:
+29.98157, -94.0300529°58'54" N, 94°01'48" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | US 69 SBFR over RHODAIR GULLY |
| Structure number: | 201240020015158 |
| Location: | 3.1 MI S OF SH 347 |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 80.1 ft. [24.4 m] |
| Total length: | 80.1 ft. [24.4 m] |
| Roadway width between curbs: | 35.8 ft. [10.9 m] |
| Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
| Skew angle: | 33° |
| Owner: | State Highway Agency [01] |
| Year built: | 2006 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| 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: | 5,530 [as of 2008] |
| Truck traffic: | 3% 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: | 48.8 tons [44.4 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 96.1 |