FAU 1492 (COUNTRY over POTEAU RIVER
Map
Coordinates:
+35.13571, -94.6515935°08'09" N, 94°39'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAU 1492 (COUNTRY over POTEAU RIVER |
| Structure number: | 011700000000000 |
| Old structure number: | 40E1296N4707000 (from 1992 edition) |
| Location: | 1.1 MI E SHADYPOINT |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 200.1 ft. [61.0 m] |
| Total length: | 350.1 ft. [106.7 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Vertical clearance above deck: | 15.7 ft. [4.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1920 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 9 / H 10 [1] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 175 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Critical [2 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: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 16.6 tons [15.1 metric tons] |
| Inventory rating: | 10.0 tons [9.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 24.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $499,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 175 [as of 1999] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Fair [5 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: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 23.8 tons [21.6 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 18.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $629,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 175 [as of 1986] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 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: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 32.2 tons [29.3 metric tons] |
| Inventory rating: | 17.4 tons [15.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 37.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $276,000 |