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KY-323 over MIDDLE PITMAN CREEK

Map

Coordinates:
+37.35917, -85.40694
37°21'33" N, 85°24'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KY-323 over MIDDLE PITMAN CREEK
Structure number:109B00032N
Old structure number:109*0323*B0032 (from 1992 edition)
Location:.55 MI N.W. OF JCT KY 883
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:513 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactoryGood51367.5
March 2016FairSatisfactorySatisfactoryGood45463.4
March 2014FairSatisfactorySatisfactoryGood54563.4
March 2012FairSatisfactorySatisfactoryGood54063.4
March 2010FairGoodSatisfactoryGood64865.2
March 2008FairFairSatisfactoryGood58364.3
March 2006FairFairSatisfactoryGood51464.4
March 2004FairSatisfactoryGoodGood74065.0
March 2000FairSatisfactoryGoodGood74063.9
March 1998FairSatisfactoryGoodGood74063.9
March 1996FairSatisfactoryGoodGood74063.9
March 1994FairSatisfactoryGoodGood45268.1
March 1992FairSatisfactoryGoodGood45265.1
March 1990FairSatisfactoryGoodGood45265.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.5404984200
Deck
Reinforced Concrete Top Flangesq. ft.3,0882,56352500
Wearing Surfacessq. ft.2,8402,840000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.6464000
Reinforced Concrete Pier Caplinear ft.64501040
Joints
Pourable Jointlinear ft.6406400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.270026280