SR 0019 over TENMILE CREEK
Map
Coordinates:
+39.89643, -80.1700139°53'47" N, 80°10'12" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | SR 0019 over TENMILE CREEK |
| Structure number: | 300019030014950 |
| Location: | FRANKLIN TOWNSHIP |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 173.9 ft. [53.0 m] |
| Roadway width between curbs: | 29.2 ft. [8.9 m] |
| Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1928 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,379 [as of 2008] |
| Truck traffic: | 2% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 66.9 tons [60.8 metric tons] |
| Inventory rating: | 39.9 tons [36.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 62.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,000 |