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CR 600N over BARNETT DRAIN

Map

Coordinates:
+39.84889, -86.51111
39°50'56" N, 86°30'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 600N over BARNETT DRAIN
Structure number:3200059
Location:00.30 W OF CR 100E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:28.5 ft. [8.7 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2014]
Truck traffic:6% 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:Better than present minimum criteria [7]
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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:91.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201691.5GoodGoodGoodGood-180
June 201491.5GoodGoodGoodGood-180
June 201292.5GoodGoodGoodGood-160
October 201092.5GoodGoodGoodGood-160
July 200892.5GoodGoodGoodGood-144
August 200690.0GoodGoodGoodGood-160
August 200492.5FairSatisfactoryVery GoodGood-160
September 200292.5FairSatisfactoryVery GoodGood-160
September 200090.0FairSatisfactoryVery GoodVery Good-128
May 199892.5FairSatisfactoryVery GoodVery Good-116
June 199692.5FairSatisfactoryVery GoodVery Good-116
January 199590.5GoodGoodVery GoodVery Good-116
July 199297.0GoodGoodVery GoodVery Good-61
June 199097.0GoodVery GoodVery GoodVery Good-100