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FAIRVIEW RD over S.FK. GRASSY CREEK

Map

Coordinates:
+38.68278, -84.49583
38°40'58" N, 84°29'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAIRVIEW RD over S.FK. GRASSY CREEK
Structure number:096C00072N
Location:1.7 MI S JCT KY 467
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.9 ft. [8.8 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:13.5 ft. [4.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:56 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:3.0 tons [2.7 metric tons]
Inventory rating:3.0 tons [2.7 metric tons]
Sufficiency rating:23.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$122,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201623.5PoorSatisfactoryFairSeriousSD56
September 201523.5PoorSatisfactoryFairSeriousSD56
August 201423.5PoorSatisfactoryFairPoorSD56
August 201323.5PoorSatisfactoryFairPoorSD56
August 201223.5PoorSatisfactoryFairPoorSD56
August 201123.5PoorSatisfactorySatisfactoryPoorSD56
August 201023.5PoorSatisfactorySatisfactoryPoorSD56
November 200923.5FairSatisfactorySatisfactoryFairSD56
August 200823.5FairSatisfactorySatisfactoryFairSD56
February 200833.1FairSatisfactorySatisfactorySatisfactorySD57
August 200533.1FairSatisfactorySatisfactoryGoodSD45