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COPPERAS SPRINGS R over BUTLER CREEK
Map
Coordinates:
+37.30389, -88.00639
37°18'14" N, 88°00'23" W
+37.30389, -88.00639
37°18'14" N, 88°00'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COPPERAS SPRINGS R over BUTLER CREEK |
| Structure number: | 028C00017N |
| Location: | 0.9 M. N. OF KY. 506 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 50.9 ft. [15.5 m] |
| Total length: | 51.8 ft. [15.8 m] |
| Roadway width between curbs: | 19.7 ft. [6.0 m] |
| Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1970 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 67 [as of 2012] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 83.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Fair | Satisfactory | Satisfactory | Fair | 67 | 83.9 |
| March 2016 | Fair | Satisfactory | Satisfactory | Fair | 60 | 83.9 |
| March 2014 | Fair | Satisfactory | Satisfactory | Fair | 60 | 83.9 |
| March 2012 | Fair | Satisfactory | Good | Fair | 60 | 66.3 |
| March 2010 | Fair | Satisfactory | Good | Fair | 60 | 66.3 |
| April 2008 | Fair | Good | Good | Fair | 60 | 66.3 |
| April 2007 | Fair | Good | Very Good | Satisfactory | 60 | 76.3 |
| April 2005 | Fair | Good | Very Good | Satisfactory | 53 | 76.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 364 | 0 | 364 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,106 | 0 | 1,106 | 0 | 0 |
| Substructure | ||||||
| Steel Column | each | 10 | 0 | 0 | 10 | 0 |
| Steel Protective Coating | sq. ft. | 638 | 0 | 0 | 638 | 0 |
| Steel Pier Cap | linear ft. | 44 | 0 | 0 | 44 | 0 |
| Steel Protective Coating | sq. ft. | 255 | 0 | 0 | 255 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 16 | 16 | 0 | 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/1209880
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209880