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CR 500 E over CORNSTALK CREEK

Map

Coordinates:
+39.94500, -86.80802
39°56'42" N, 86°48'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 500 E over CORNSTALK CREEK
Structure number:5400144
Location:00.10 S of CR 650 S
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:17°
Owner:County Highway Agency [02]
Year built:2002
Year reconstructed:2003
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,180 [as of 2014]
Truck traffic:12% 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 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:98.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodGoodGood118098.7
April 2014GoodVery GoodVery GoodGood118098.7
June 2012GoodVery GoodVery GoodVery Good113397.7
July 2010GoodVery GoodVery GoodGood109892.7
June 2008GoodVery GoodVery GoodGood100093.8
June 2006GoodVery GoodVery GoodGood100093.8
June 2004GoodVery GoodVery GoodGood100093.8
June 2002FairFairSatisfactoryGood100077.7
June 2000FairFairGoodGood100077.7
August 1998FairFairGoodGood100077.7
July 1996PoorSatisfactoryGoodPoor92053.6
October 1994PoorSatisfactorySatisfactoryPoor92053.6
February 1992PoorSatisfactoryGoodPoor92049.4
February 1990GoodGoodGoodGood80077.8