I0049 over US 79-80, RPS, E-S&W-N
Map
Coordinates:
+32.49591, -93.7585232°29'45" N, 93°45'31" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0049 over US 79-80, RPS, E-S&W-N |
| Structure number: | 040904550810837 |
| Location: | .38 MI N. OF I-49 NBL |
| Purpose: | Carries highway overpass (fourth level) over highway and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 242.1 ft. [73.8 m] |
| Total length: | 2176.9 ft. [663.5 m] |
| Roadway width between curbs: | 25.6 ft. [7.8 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Vertical clearance below bridge: | 18.0 ft. [5.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1993 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel continuous [4] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,960 [as of 2009] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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 not over waterway. [N] |
| Operating rating: | 63.4 tons [57.6 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 79.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $8,490,000 |
2000 Inspection
| Average daily traffic: | 11,980 [as of 1995] |
| Evaluation: | Not applicable [N] |