SR.147 over BUFFALO CREEK
Map
Coordinates:
+39.77583, -81.4538939°46'33" N, 81°27'14" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR.147 over BUFFALO CREEK |
| Structure number: | 6102522 |
| Location: | 0.13M E OF JCT SR78 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 46.9 ft. [14.3 m] |
| Total length: | 49.9 ft. [15.2 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
| Skew angle: | 43° |
| Owner: | State Highway Agency [01] |
| Year built: | 1924 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,140 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,530 [as of 1995] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 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: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 44.7 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 980 [as of 1987] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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] |
| Operating rating: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 69.4 |