GLASGOW ST over CLAY LICK CREEK
Map
Coordinates:
+36.98750, -85.6452836°59'15" N, 85°38'43" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | GLASGOW ST over CLAY LICK CREEK |
| Structure number: | 085C00007N |
| Location: | 0.4 MI SOUTH OF JCT US 68 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 75.1 ft. [22.9 m] |
| Total length: | 78.1 ft. [23.8 m] |
| Roadway width between curbs: | 15.1 ft. [4.6 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1921 |
| 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: | 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: | 75 [as of 2006] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 10.0 tons [9.1 metric tons] |
| Inventory rating: | 10.0 tons [9.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 33.1 |
| Estimated cost of work: | $650,000 |