Share:

MARION CO RT 80/2 over PRICKETT CREEK

Map

Coordinates:
+39.45352, -80.06510
39°27'13" N, 80°03'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARION CO RT 80/2 over PRICKETT CREEK
Structure number:00000000025A153
Location:0.03 MI WEST CO RT 80
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:54.5 ft. [16.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:72.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$207,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201672.0PoorPoorSatisfactoryFairSD600
November 201464.0PoorPoorSatisfactoryFairSD800
October 201375.0PoorPoorGoodSatisfactorySD800
October 201275.0PoorPoorGoodSatisfactorySD800
October 201178.1PoorPoorGoodSatisfactorySD600
October 201077.9PoorPoorGoodSatisfactorySD600
October 200977.9PoorPoorGoodSatisfactorySD600
October 200877.9PoorPoorGoodSatisfactorySD600
October 200777.9PoorPoorGoodSatisfactorySD600
October 200677.9PoorPoorGoodSatisfactorySD600
October 200579.9FairFairGoodSatisfactory-650
October 200479.9FairFairGoodSatisfactory-650
October 200279.9FairFairVery GoodSatisfactory-500
October 200079.9FairFairGoodGood-500
October 199883.6FairFairGoodSatisfactory-500
October 199683.6FairFairGoodSatisfactory-500
October 199489.1FairFairGoodSatisfactory-500
October 199289.1FairFairGoodSatisfactory-500
October 199090.1FairSatisfactoryGoodSatisfactory-500