RP IS670E TO IS70W over IS 670, IS 70, US71N TO,
Map
Coordinates:
+39.09167, -94.5666739°05'30" N, 94°34'00" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | RP IS670E TO IS70W over IS 670, IS 70, US71N TO, |
| Structure number: | 581 |
| Location: | S 5 T 49 N R 33 W |
| Purpose: | Carries highway overpass (third level) over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 94.8 ft. [28.9 m] |
| Total length: | 482.0 ft. [146.9 m] |
| Roadway width between curbs: | 35.8 ft. [10.9 m] |
| Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Skew angle: | 33° |
| Owner: | State Highway Agency [01] |
| Year built: | 1961 |
| Year reconstructed: | 1984 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 7 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Box Beam or girders - Single or Spread [06] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,500 [as of 2009] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 68.2 tons [62.0 metric tons] |
| Inventory rating: | 37.4 tons [34.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 94.7 |