Share: 
KY-558 over WILLIAMS CREEK
Map
Coordinates:
+36.77194, -85.10861
36°46'19" N, 85°06'31" W
+36.77194, -85.10861
36°46'19" N, 85°06'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-558 over WILLIAMS CREEK |
| Structure number: | 027B00001N |
| Old structure number: | 027*0558*B0001 (from 1992 edition) |
| Location: | .4 MI NOR. OF JCT KY 90 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1934 |
| 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] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 1,037 [as of 2015] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| 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: | 68.3 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2017 | Fair | 6 out of 10 | 1037 | 68.3 |
| December 2015 | Fair | 6 out of 10 | 968 | 68.3 |
| December 2013 | Fair | 6 out of 10 | 1048 | 68.3 |
| December 2011 | Fair | 6 out of 10 | 1050 | 68.3 |
| December 2009 | Good | 7 out of 10 | 1030 | 68.3 |
| December 2007 | Good | 7 out of 10 | 1030 | 68.3 |
| December 2005 | Good | 7 out of 10 | 1177 | 68.2 |
| December 2003 | Good | 7 out of 10 | 833 | 75.0 |
| December 2001 | Good | 7 out of 10 | 833 | 75.0 |
| December 1999 | Good | 7 out of 10 | 833 | 75.0 |
| December 1997 | Good | 7 out of 10 | 833 | 75.0 |
| December 1995 | Good | 7 out of 10 | 445 | 82.5 |
| December 1993 | Good | 7 out of 10 | 445 | 82.5 |
| December 1991 | Good | 7 out of 10 | 445 | 82.5 |
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. | 240 | 0 | 220 | 20 | 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/1209793
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209793