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US-431 over BRANCH OF ROCKY CREEK

Map

Coordinates:
+37.11974, -87.00449
37°07'11" N, 87°00'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-431 over BRANCH OF ROCKY CREEK
Structure number:089B00016N
Old structure number:089*0431*B0016 (from 1992 edition)
Location:.85 MI NOR. OF JCT KY 949
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:44.9 ft. [13.7 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,507 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:49.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$129,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201549.6FairFairFairSatisfactoryFO2507
July 201461.1FairFairSatisfactorySatisfactoryFO2507
July 201260.7FairFairSatisfactorySatisfactoryFO2570
July 201060.7FairFairSatisfactorySatisfactoryFO2570
July 200860.6FairFairSatisfactorySatisfactoryFO2660
August 200660.6FairFairSatisfactorySatisfactoryFO2590
July 200460.6FairFairSatisfactorySatisfactoryFO2717
July 200060.4FairFairSatisfactoryGoodFO2635
July 199861.4FairSatisfactorySatisfactoryGoodFO2635
July 199661.4GoodGoodGoodGoodFO2635
July 199457.6GoodGoodGoodGoodFO1799
July 199257.6GoodGoodGoodGoodFO1799
July 199057.6GoodGoodVery GoodGoodFO1799

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1801100700
Deck
Reinforced Concrete Top Flangesq. ft.1,054811631800
Wearing Surfacessq. ft.915915000
Substructure
Reinforced Concrete Abutmentlinear ft.8080000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9000900
Steel Protective Coatingsq. ft.405405000