N4740 over BALLARD CREEK
Map
Coordinates:
+36.10640, -94.5650736°06'23" N, 94°33'54" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N4740 over BALLARD CREEK |
| Structure number: | 023290000000000 |
| Location: | 0.5 MI E OF WATTS |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 100.1 ft. [30.5 m] |
| Total length: | 100.1 ft. [30.5 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
| Vertical clearance above deck: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1929 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
2010 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 150 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Critical [2 out of 9] |
| Superstructure condition: | Critical [2 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 22.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $252,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 150 [as of 1999] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 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: | 21.0 tons [19.1 metric tons] |
| Inventory rating: | 16.9 tons [15.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 22.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $303,000 |