N OAK TFWY over BIG SHOAL CR
Map
Coordinates:
+39.25790, -94.5756939°15'28" N, 94°34'32" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | N OAK TFWY over BIG SHOAL CR |
| Structure number: | 25350 |
| Location: | S 2 T 51 N R 33 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 87.9 ft. [26.8 m] |
| Roadway width between curbs: | 62.7 ft. [19.1 m] |
| Deck width edge-to-edge: | 74.8 ft. [22.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1992 |
| 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: | 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: | 27,520 [as of 2008] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
| Operating rating: | 70.3 tons [63.9 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Sufficiency rating: | 96.1 |