Share: 
STEGALL COLD SPRIN over CLIFTY CREEK
Map
Coordinates:
+38.12917, -83.18972
38°07'45" N, 83°11'23" W
+38.12917, -83.18972
38°07'45" N, 83°11'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | STEGALL COLD SPRIN over CLIFTY CREEK |
| Structure number: | 032C00023N |
| Location: | 1.5 MI S OF JCT KY 32 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 6.9 ft. [2.1 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1976 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 35 [as of 2009] |
| Truck traffic: | 11% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 70.9 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $80,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2018 | Fair | 6 out of 10 | 35 | 70.9 |
| December 2016 | Fair | 6 out of 10 | 50 | 70.9 |
| December 2014 | Fair | 6 out of 10 | 50 | 70.9 |
| December 2012 | Fair | 6 out of 10 | 50 | 70.9 |
| December 2010 | Fair | 6 out of 10 | 50 | 73.9 |
| December 2008 | Fair | 6 out of 10 | 50 | 70.9 |
| November 2006 | Fair | 6 out of 10 | 50 | 64.4 |
| November 2004 | Fair | 6 out of 10 | 35 | 64.4 |
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 | ||||||
| Steel Culvert | linear ft. | 124 | 0 | 1 | 123 | 0 |
| Wearing Surfaces | sq. ft. | 832 | 0 | 817 | 15 | 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/1210336
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210336