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HANGING ROCK CHURC over PETER CAVE CREEK TRIB

Map

Coordinates:
+37.54071, -86.31115
37°32'27" N, 86°18'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HANGING ROCK CHURC over PETER CAVE CREEK TRIB
Structure number:043C00038N
Location:2.1 MI NW JCT KY 259
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1991
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 Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:83 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:68.5 tons [62.3 metric tons]
Inventory rating:41.1 tons [37.4 metric tons]
Sufficiency rating:83.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201683.2GoodGoodVery GoodVery Good-83
April 201483.2GoodGoodVery GoodVery Good-40
April 201283.2GoodGoodVery GoodVery Good-40
April 201083.2GoodVery GoodVery GoodVery Good-40
April 200883.2GoodVery GoodVery GoodVery Good-40
April 200683.2GoodVery GoodVery GoodVery Good-40