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WEISENBERGER MILL over SOUTH ELKHORN CREEK
Map
Coordinates:
+38.12806, -84.63694
38°07'41" N, 84°38'13" W
+38.12806, -84.63694
38°07'41" N, 84°38'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WEISENBERGER MILL over SOUTH ELKHORN CREEK |
| Structure number: | 120C00006N |
| Location: | 1.8 MI N OF JCT KY 1681 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 71.9 ft. [21.9 m] |
| Roadway width between curbs: | 12.1 ft. [3.7 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1930 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 602 [as of 2006] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Imminent Failure [1 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 50.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $129,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Poor | Fair | Imminent Failure | Poor | 602 | 50.0 |
| December 2016 | Poor | Fair | Imminent Failure | Poor | 602 | 5.0 |
| December 2015 | Poor | Fair | Serious | Poor | 602 | 5.0 |
| December 2014 | Poor | Fair | Serious | Poor | 602 | 5.0 |
| December 2013 | Poor | Fair | Poor | Poor | 602 | 19.3 |
| December 2012 | Poor | Fair | Poor | Poor | 602 | 19.3 |
| December 2011 | Fair | Fair | Fair | Fair | 602 | 36.4 |
| December 2010 | Fair | Fair | Fair | Fair | 602 | 36.4 |
| December 2009 | Fair | Fair | Fair | Fair | 602 | 36.4 |
| December 2008 | Fair | Fair | Fair | Fair | 602 | 36.4 |
| November 2007 | Fair | Fair | Fair | Fair | 602 | 36.4 |
| December 2005 | Fair | Satisfactory | Fair | Fair | 602 | 37.5 |
© 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/1220819
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1220819