FAS290 PlumCre 456 over MARIAS DES CYGNES RIVER
Map
Coordinates:
+38.50295, -94.9551538°30'11" N, 94°57'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAS290 PlumCre 456 over MARIAS DES CYGNES RIVER |
| Structure number: | 000000000610290 |
| Location: | N. EDGE OF OSAWATOMIE |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 140.1 ft. [42.7 m] |
| Total length: | 316.0 ft. [96.3 m] |
| Roadway width between curbs: | 19.7 ft. [6.0 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Vertical clearance above deck: | 24.9 ft. [7.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1930 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Thru [12] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,800 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 27.0 tons [24.5 metric tons] |
| Inventory rating: | 17.9 tons [16.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 27.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,100,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 2,200 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 27.0 tons [24.5 metric tons] |
| Inventory rating: | 17.9 tons [16.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 45.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $738,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 850 [as of 1988] |
| Deck condition: | Fair [5 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: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 55.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $503,000 |