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MULLET BR RD over COLDWATER CREEK
Map
Coordinates:
+37.80194, -82.52000
37°48'07" N, 82°31'12" W
+37.80194, -82.52000
37°48'07" N, 82°31'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MULLET BR RD over COLDWATER CREEK |
| Structure number: | 080C00020N |
| Location: | .1 MI W KY 908 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Roadway width between curbs: | 13.8 ft. [4.2 m] |
| Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1970 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 140 [as of 2011] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 71.7 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Fair | Satisfactory | Good | Satisfactory | 140 | 71.7 |
| February 2017 | Fair | Satisfactory | Good | Satisfactory | 100 | 75.1 |
| February 2016 | Fair | Satisfactory | Good | Satisfactory | 100 | 75.1 |
| August 2014 | Fair | Satisfactory | Good | Satisfactory | 100 | 75.1 |
| August 2013 | Fair | Satisfactory | Good | Satisfactory | 100 | 75.1 |
| August 2012 | Fair | Good | Good | Fair | 100 | 63.9 |
| August 2011 | Fair | Good | Good | Fair | 100 | 63.9 |
| August 2010 | Fair | Good | Good | Fair | 100 | 63.9 |
| August 2008 | Fair | Good | Good | Satisfactory | 100 | 75.1 |
| November 2007 | Fair | Good | Good | Satisfactory | 100 | 75.1 |
| August 2005 | Fair | Good | Good | Satisfactory | 100 | 75.1 |
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. | 160 | 148 | 6 | 6 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 496 | 471 | 25 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 448 | 426 | 22 | 0 | 0 |
| Substructure | ||||||
| Timber Column | each | 12 | 0 | 12 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 34 | 0 | 34 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 64 | 64 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 320 | 320 | 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/1216814
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1216814