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KY-1992 over STEELE CREEK

Map

Coordinates:
+38.83722, -84.81528
38°50'14" N, 84°48'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-1992 over STEELE CREEK
Structure number:039B00037N
Old structure number:039*1992*B0037 (from 1992 edition)
Location:1 MI NW OF JCT KY 1992
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:159 [as of 2016]
Truck traffic:7% of total traffic
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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:49.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$57,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Fair5 out of 1015949.4
July 2015Fair5 out of 1015549.4
July 2013Fair5 out of 1015549.4
July 2011Fair6 out of 1013648.5
October 2009Fair6 out of 1018147.8
December 2007Fair6 out of 1013552.1
August 2005Good7 out of 1028348.5
September 2003Fair6 out of 1028047.3
August 2001Fair6 out of 1028047.3
June 1999Fair6 out of 1028047.3
September 1998Fair6 out of 1028047.3
May 1995Fair6 out of 1010067.2
August 1993Good7 out of 1010067.2
July 1991Good7 out of 1010067.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pile Cap/Footinglinear ft.46232300
Culvert
Reinforced Concrete Culvertlinear ft.44291500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4444000
Steel Protective Coatingsq. ft.11000