CR 133 over S FORK OF MUSTANG CREEK
Map
Coordinates:
+30.57428, -97.5277930°34'27" N, 97°31'40" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CR 133 over S FORK OF MUSTANG CREEK |
| Structure number: | 142460AA0133001 |
| Location: | 0.24 MI NORTH OF CR 132 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 6.9 ft. [2.1 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Roadway width between curbs: | 30.5 ft. [9.3 m] |
| Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1980 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 650 [as of 2005] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 36.0 tons [32.7 metric tons] |
| Inventory rating: | 27.0 tons [24.5 metric tons] |
| Sufficiency rating: | 90.5 |
2000 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 130 [as of 1999] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Imminent Failure [1 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Evaluation: | Not applicable [N] |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $123,000 |
1992 Inspection
| Status: | Bridge closed to all traffic [K] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 28.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $123,000 |