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CR 800S over BRANCH OF MUD CREEK

Map

Coordinates:
+39.64444, -86.56861
39°38'40" N, 86°34'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 800S over BRANCH OF MUD CREEK
Structure number:3200202
Location:00.40 E OF CR 300W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:1987
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:60 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:96.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.0FairSatisfactorySatisfactorySatisfactory-60
May 201496.0FairSatisfactorySatisfactorySatisfactory-60
June 201296.0FairSatisfactorySatisfactorySatisfactory-50
September 201097.0FairSatisfactorySatisfactorySatisfactory-50
July 200897.0GoodGoodGoodGood-44
August 200697.0GoodGoodGoodGood-37
July 200497.0FairSatisfactoryVery GoodGood-37
July 200298.0GoodGoodVery GoodVery Good-37
July 200098.0GoodGoodVery GoodVery Good-39
May 199898.0GoodGoodVery GoodVery Good-39
May 199698.0GoodGoodVery GoodVery Good-39
November 199498.0GoodGoodVery GoodVery Good-34
July 199298.0GoodVery GoodVery GoodVery Good-34
June 199098.0GoodVery GoodVery GoodVery Good-100