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CR 500E over CORNSTALK CREEK

Map

Coordinates:
+39.94500, -86.80778
39°56'42" N, 86°48'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 500E over CORNSTALK CREEK
Structure number:5400144
Location:00.10 S of CR 650S
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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:98.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201698.7GoodGoodGoodGood-1180
April 201498.7GoodVery GoodVery GoodGood-1180
June 201297.7GoodVery GoodVery GoodVery Good-1133
July 201092.7GoodVery GoodVery GoodGood-1098
June 200893.8GoodVery GoodVery GoodGood-1000
June 200693.8GoodVery GoodVery GoodGood-1000
June 200493.8GoodVery GoodVery GoodGood-1000
June 200277.7FairFairSatisfactoryGood-1000
June 200077.7FairFairGoodGood-1000
August 199877.7FairFairGoodGood-1000
July 199653.6PoorSatisfactoryGoodPoorSD920
October 199453.6PoorSatisfactorySatisfactoryPoorSD920
February 199249.4PoorSatisfactoryGoodPoorSD920
February 199077.8GoodGoodGoodGood-800