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KY-1822 over JOHNSON BRANCH
Map
Coordinates:
+37.57417, -84.89444
37°34'27" N, 84°53'40" W
+37.57417, -84.89444
37°34'27" N, 84°53'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-1822 over JOHNSON BRANCH |
| Structure number: | 011B00026N |
| Old structure number: | 011*1822*B0026 (from 1992 edition) |
| Location: | 1.2 MI N OF JCT KY 37 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 11.2 ft. [3.4 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1957 |
| 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: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 368 [as of 2016] |
| Truck traffic: | 11% 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: | Equal to present minimum criteria [6] |
| 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: | 84.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2018 | Fair | 6 out of 10 | 368 | 84.5 |
| October 2016 | Fair | 6 out of 10 | 417 | 68.1 |
| October 2014 | Fair | 6 out of 10 | 417 | 66.1 |
| October 2012 | Fair | 6 out of 10 | 396 | 66.1 |
| October 2010 | Fair | 6 out of 10 | 414 | 66.1 |
| October 2008 | Fair | 6 out of 10 | 515 | 66.0 |
| October 2006 | Fair | 5 out of 10 | 514 | 55.8 |
| October 2004 | Fair | 5 out of 10 | 493 | 55.9 |
| October 2002 | Fair | 6 out of 10 | 490 | 73.7 |
| October 2000 | Fair | 5 out of 10 | 490 | 63.6 |
| October 1998 | Fair | 6 out of 10 | 490 | 73.7 |
| October 1996 | Good | 7 out of 10 | 490 | 73.7 |
| October 1994 | Good | 7 out of 10 | 406 | 81.2 |
| October 1992 | Good | 7 out of 10 | 406 | 81.2 |
| October 1990 | Good | 7 out of 10 | 406 | 83.2 |
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 | ||||||
| Reinforced Concrete Culvert | linear ft. | 80 | 65 | 15 | 0 | 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/1207819
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1207819