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MARION CO RT 80 over PRICKETT CREEK

Map

Coordinates:
+39.44999, -80.04740
39°26'60" N, 80°02'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARION CO RT 80 over PRICKETT CREEK
Structure number:00000000025A239
Location:0.01 MI NORTH CO RT 80/4
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:2000
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: April 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:85.8 tons [78.0 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:91.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201491.0GoodVery GoodVery GoodGood-150
April 201098.0GoodVery GoodExcellentVery Good-6750
May 200686.5GoodVery GoodVery GoodVery Good-500
June 200286.5GoodVery GoodVery GoodVery Good-400
June 200086.5GoodVery GoodVery GoodVery Good-400