MO 240 E over MISSOURI RVR, KCS RR
Map
Coordinates:
+39.22225, -92.8485539°13'20" N, 92°50'55" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MO 240 E over MISSOURI RVR, KCS RR |
| Structure number: | 4814 |
| Old structure number: | G00693 1 (from 1992 edition) |
| Location: | S 3 T 51 N R 18 W |
| Purpose: | Carries highway over railroad and waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 344.2 ft. [104.9 m] |
| Total length: | 2222.2 ft. [677.3 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Vertical clearance below bridge: | 54.8 ft. [16.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1922 |
| Year reconstructed: | 2008 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans 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: | 1,149 [as of 2009] |
| Truck traffic: | 19% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Good [7 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 73.7 tons [67.0 metric tons] |
| Inventory rating: | 44.0 tons [40.0 metric tons] |
| Sufficiency rating: | 84.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,394 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 49.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $18,502,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,341 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Sufficiency rating: | 36.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $5,075,000 |