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MARION CR 250/18 over FINCHS RUN

Map

Coordinates:
+39.50576, -80.16790
39°30'21" N, 80°10'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARION CR 250/18 over FINCHS RUN
Structure number:00000000025A181
Location:0.01 MI EAST CO RT 21
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:27.9 ft. [8.5 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:State Highway Agency [01]
Year built:1995
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]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2014]
Truck traffic:9% 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:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:90.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201590.5GoodGoodGoodGoodFO200
July 201390.5GoodGoodGoodVery GoodFO150
July 201190.5GoodGoodGoodVery GoodFO200
July 200990.5GoodGoodGoodVery GoodFO200
July 200790.5GoodGoodGoodVery GoodFO250
July 200586.0GoodVery GoodVery GoodVery GoodFO300
August 200386.0GoodVery GoodVery GoodVery Good-300
August 200190.5GoodVery GoodVery GoodVery Good-250
August 199986.0GoodVery GoodVery GoodVery Good-300
August 199786.0GoodVery GoodVery GoodVery Good-300
August 199588.5GoodVery GoodVery GoodVery Good-250
October 199433.4PoorFairPoorGoodSD250
October 199233.4PoorFairPoorGoodSD200
October 199032.4PoorFairPoorGoodSD200