KY-773 over LITTLE SANDY RIVER
Map
Coordinates:
+38.30139, -82.9491738°18'05" N, 82°56'57" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | KY-773 over LITTLE SANDY RIVER |
| Structure number: | 022B00074N |
| Old structure number: | 022*0773*B0074 (from 1992 edition) |
| Location: | 1.0 MI S.E. OF JCT KY 7 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 149.9 ft. [45.7 m] |
| Total length: | 198.2 ft. [60.4 m] |
| Roadway width between curbs: | 11.2 ft. [3.4 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Vertical clearance above deck: | 20.3 ft. [6.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1913 |
| Year reconstructed: | 1964 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 4 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,290 [as of 2009] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Serious [3 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 16.9 tons [15.4 metric tons] |
| Inventory rating: | 16.9 tons [15.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 6.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $356,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,856 [as of 1993] |
| Deck condition: | Good [7 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 84.2 tons [76.5 metric tons] |
| Inventory rating: | 57.4 tons [52.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 60.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $481,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 926 [as of 1986] |
| Deck condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 58.2 tons [52.9 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 70.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $481,000 |