COUNTY RD. #267 over LAKE CREEK
Map
Coordinates:
+33.39913, -101.2914733°23'57" N, 101°17'29" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | COUNTY RD. #267 over LAKE CREEK |
| Structure number: | 050540AA0267002 |
| Location: | 6.7 MI.E SH. 207 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 64.0 ft. [19.5 m] |
| Total length: | 64.0 ft. [19.5 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 17.1 ft. [5.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1938 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| 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: | 50 [as of 2006] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 16.0 tons [14.5 metric tons] |
| Inventory rating: | 8.0 tons [7.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 40.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $6,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1994] |
| Deck condition: | Satisfactory [6 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 15.8 tons [14.4 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 45.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $61,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1990] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 7.5 tons [6.8 metric tons] |
| Inventory rating: | 6.2 tons [5.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 28.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $61,000 |