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MARION CO RT 1 over PYLES FORK

Map

Coordinates:
+39.53081, -80.34381
39°31'51" N, 80°20'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARION CO RT 1 over PYLES FORK
Structure number:00000000025A004
Location:0.11 MI WEST US RT 250
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:67.9 ft. [20.7 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1926
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,400 [as of 2014]
Truck traffic:9% of total traffic
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:60.8 tons [55.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:56.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$697,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201556.2Fair-FairSatisfactoryFO3400
August 201356.2FairGoodFair-FO2900
August 201156.3FairGoodFairSatisfactoryFO2500
July 200956.0FairGoodFairSatisfactoryFO2500
August 200756.0FairGoodFairSatisfactoryFO2400
July 200556.0FairGoodFairSatisfactoryFO2300
August 200351.4FairSatisfactoryFairSatisfactoryFO2300
August 200151.4FairSatisfactoryFairSatisfactoryFO2300
August 199949.4FairSatisfactoryFairSatisfactoryFO2300
August 199749.4FairSatisfactoryFairSatisfactoryFO2300
August 199550.0FairSatisfactoryFairSatisfactoryFO2000
September 199344.8FairSatisfactoryFairSatisfactoryFO2100
September 199144.8FairSatisfactoryFairSatisfactoryFO2100