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CAMPBELL RD over LICK CREEK

Map

Coordinates:
+38.77143, -84.37669
38°46'17" N, 84°22'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAMPBELL RD over LICK CREEK
Structure number:096C00076N
Location:.01 MI E JCT CR 5334
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.0 ft. [6.4 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:59 [as of 2006]
Deck condition:Good [7 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:80.1 tons [72.8 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:80.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201680.0FairGoodGoodSatisfactory-59
August 201480.0FairGoodGoodSatisfactory-59
August 201280.0FairGoodGoodSatisfactory-59
August 201080.0FairGoodGoodSatisfactory-59
September 200880.0GoodGoodGoodGood-59
October 200680.0GoodVery GoodVery GoodVery Good-60
October 200480.1GoodVery GoodVery GoodVery Good-50