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MARION CO RT 33/2 over REUBEN RUN

Map

Coordinates:
+39.48136, -80.06951
39°28'53" N, 80°04'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARION CO RT 33/2 over REUBEN RUN
Structure number:00000000025A077
Location:0.29 MI WEST CO RT 76/1
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:39.4 ft. [12.0 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:97.8 tons [88.9 metric tons]
Inventory rating:62.8 tons [57.1 metric tons]
Sufficiency rating:80.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$421,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201680.0FairGoodGoodSatisfactoryFO200
August 201480.0FairGoodGoodSatisfactoryFO200
July 201280.0GoodGoodGoodGoodFO200
August 201080.0GoodGoodGoodGoodFO200
August 200880.0GoodGoodGoodGoodFO200
August 200680.0GoodGoodGoodGoodFO200
September 200480.0GoodGoodGoodGoodFO200
September 200280.0GoodGoodGoodGoodFO200
September 200080.0GoodGoodGoodGoodFO200
September 199880.0GoodGoodGoodGoodFO200
September 199680.0GoodVery GoodVery GoodGood-200
September 199480.0GoodVery GoodVery GoodGood-200
October 199280.0GoodVery GoodVery GoodVery Good-200
October 199080.0GoodExcellentExcellentVery Good-200