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CR 10 S over UPPER SULPHUR CREEK

Map

Coordinates:
+38.55386, -86.56716
38°33'14" N, 86°34'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 10 S over UPPER SULPHUR CREEK
Structure number:5900023
Location:00.15 W of CR 525 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.4 ft. [11.7 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:45°
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 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:135 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:94.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodGoodGoodGood13594.5
June 2014GoodGoodGoodGood13594.5
May 2012GoodGoodGoodGood13594.5
May 2010GoodGoodVery GoodVery Good13594.5
May 2008GoodGoodVery GoodVery Good13591.5
May 2006GoodGoodVery GoodVery Good13594.5
June 2004GoodGoodVery GoodVery Good13594.5
June 2002GoodGoodVery GoodVery Good75100.0
February 2000GoodVery GoodVery GoodVery Good7597.0
March 1998GoodVery GoodVery GoodVery Good7597.0
February 1996GoodVery GoodVery GoodVery Good75100.0
May 1994GoodVery GoodVery GoodVery Good75100.0
January 1992GoodVery GoodVery GoodVery Good7589.5
February 1990PoorGoodFairPoor10031.8