MO 43 S over ELK RVR
Map
Coordinates:
+36.63076, -94.5866936°37'51" N, 94°35'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MO 43 S over ELK RVR |
| Structure number: | 597 |
| Old structure number: | A 826 1 (from 1992 edition) |
| Location: | S 22 T 22 N R 34 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 161.1 ft. [49.1 m] |
| Total length: | 409.1 ft. [124.7 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1960 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,365 [as of 2009] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 34.1 tons [31.0 metric tons] |
| Inventory rating: | 18.7 tons [17.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 49.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,907,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,560 [as of 1997] |
| 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] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 48.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,353,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,377 [as of 1991] |
| 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] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 49.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $888,000 |