E0280 over BIRD'S NEST CREEK
Map
Coordinates:
+36.60825, -97.2773036°36'30" N, 97°16'38" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | E0280 over BIRD'S NEST CREEK |
| Structure number: | 123850000000000 |
| Location: | 1N .3E of THREE SANDS |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 91.9 ft. [28.0 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1915 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| 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: | Posted for load [P] |
| Average daily traffic: | 50 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 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] |
| 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: | 5.0 tons [4.5 metric tons] |
| Inventory rating: | 4.0 tons [3.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $485,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1999] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Critical [2 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| 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: | 7.9 tons [7.2 metric tons] |
| Inventory rating: | 7.5 tons [6.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $289,000 |