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KY-1268 over JESSAMINE CREEK
Map
Coordinates:
+37.84222, -84.64528
37°50'32" N, 84°38'43" W
+37.84222, -84.64528
37°50'32" N, 84°38'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-1268 over JESSAMINE CREEK |
| Structure number: | 057B00013N |
| Old structure number: | 057*1268*B0013 (from 1992 edition) |
| Location: | 1.7 MI E OF JCT KY 29 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 57.4 ft. [17.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1930 |
| Year reconstructed: | 1966 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Number of main spans: | 4 |
| Main spans material: | Masonry [8] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 823 [as of 2012] |
| Truck traffic: | 7% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 77.5 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $312,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2017 | Fair | 6 out of 10 | 823 | 77.5 |
| January 2015 | Good | 7 out of 10 | 751 | 64.1 |
| January 2013 | Good | 7 out of 10 | 483 | 64.3 |
| January 2011 | Fair | 6 out of 10 | 808 | 64.1 |
| February 2009 | Fair | 6 out of 10 | 740 | 64.1 |
| January 2008 | Fair | 6 out of 10 | 394 | 49.2 |
| January 2005 | Fair | 6 out of 10 | 325 | 48.3 |
| January 2003 | Fair | 6 out of 10 | 389 | 52.9 |
| January 2001 | Fair | 5 out of 10 | 389 | 45.8 |
| January 1999 | Fair | 5 out of 10 | 389 | 45.8 |
| January 1997 | Fair | 5 out of 10 | 389 | 45.8 |
| January 1995 | Fair | 5 out of 10 | 724 | 49.1 |
| January 1993 | Fair | 5 out of 10 | 724 | 49.1 |
| January 1991 | Fair | 5 out of 10 | 724 | 49.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Masonry Culvert | linear ft. | 68 | 18 | 44 | 6 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1214126
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1214126