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LOVERS LN over KIMBERLIN CREEK

Map

Coordinates:
+38.67167, -85.73833
38°40'18" N, 85°44'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LOVERS LN over KIMBERLIN CREEK
Structure number:7200041
Location:00.55 W OF MCNEELY RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:69.6 ft. [21.2 m]
Total length:71.5 ft. [21.8 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:1977
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:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:76.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201576.8GoodGoodGoodVery GoodFO600
October 201376.8GoodGoodGoodVery GoodFO520
September 201176.8GoodGoodGoodVery GoodFO520
September 200976.9FairSatisfactoryGoodVery GoodFO460
June 200776.9FairSatisfactoryVery GoodVery GoodFO460
July 200576.9FairSatisfactoryVery GoodVery GoodFO460
April 200396.0FairSatisfactoryGoodVery Good-100
April 200196.0FairSatisfactoryGoodVery Good-100
March 199996.0GoodGoodGoodVery Good-100
March 199796.0GoodGoodGoodVery Good-100
March 199596.0GoodGoodGoodVery Good-100
June 199396.0GoodGoodGoodVery Good-100
February 199195.0GoodGoodGoodVery Good-100