CR-1283 over WELLS CREEK
Map
Coordinates:
+38.06333, -83.1522238°03'48" N, 83°09'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR-1283 over WELLS CREEK |
Structure number: | 032C00025N |
Location: | .1 MI E OF JCT KY 650 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 14.4 ft. [4.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 32 [as of 2009] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 23.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $57,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Poor | Satisfactory | Fair | Poor | 32 | 23.0 |
December 2017 | Poor | Satisfactory | Fair | Poor | 10 | 24.4 |
December 2016 | Poor | Satisfactory | Fair | Poor | 10 | 24.4 |
December 2015 | Poor | Satisfactory | Fair | Poor | 10 | 24.4 |
December 2014 | Poor | Satisfactory | Satisfactory | Poor | 10 | 24.4 |
December 2013 | Poor | Satisfactory | Satisfactory | Poor | 10 | 24.4 |
December 2012 | Poor | Fair | Satisfactory | Poor | 10 | 23.3 |
December 2011 | Poor | Fair | Satisfactory | Poor | 10 | 23.3 |
December 2010 | Poor | Fair | Satisfactory | Poor | 10 | 23.3 |
December 2009 | Poor | Fair | Satisfactory | Poor | 10 | 23.3 |
December 2008 | Poor | Fair | Satisfactory | Poor | 10 | 23.3 |
December 2007 | Poor | Fair | Satisfactory | Poor | 10 | 23.3 |
December 2004 | Fair | Fair | Satisfactory | Fair | 7 | 23.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 135 | 0 | 135 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 55 | 0 | 29 | 26 | 0 |
Deck |
Timber Deck | sq. ft. | 433 | 304 | 129 | 0 | 0 |