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PLY-SPRINGMILL RD. over BLACK FORK MOHICAN RIVER

Map 

Coordinates:
+40.91500, -82.63333
40°54'54" N, 82°37'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PLY-SPRINGMILL RD. over BLACK FORK MOHICAN RIVER
Structure number:7031300
Location:0.5MI N OF LONDON W RD.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:86.0 ft. [26.2 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:1965
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,803 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:29.9 tons [27.2 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:59.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$255,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201659.9FairSatisfactoryVery GoodVery Good-1803
April 201567.4FairSatisfactoryVery GoodVery Good-598
July 201490.7FairSatisfactoryVery GoodVery Good-598
October 201367.4FairSatisfactoryVery GoodVery Good-598
July 201267.4FairSatisfactoryVery GoodVery Good-598
September 201167.4FairSatisfactoryVery GoodVery Good-598
September 201090.7FairSatisfactoryVery GoodGood-598
September 200990.7FairSatisfactoryVery GoodGood-598
April 200887.7PoorPoorVery GoodGoodSD598
October 200790.7GoodVery GoodVery GoodGood-598
September 200695.7GoodVery GoodVery GoodGood-598
June 200593.7GoodGoodVery GoodGood-598
July 200493.7FairSatisfactoryVery GoodGood-598
July 200293.7GoodGoodVery GoodGood-598
October 200193.7FairSatisfactoryVery GoodGood-598
September 200093.7GoodVery GoodVery GoodGood-598
August 199993.7GoodVery GoodVery GoodGood-598
October 199888.7GoodVery GoodVery GoodGood-598
June 199736.4PoorPoorPoorPoorSD598
June 199636.4PoorPoorPoorFairSD598
July 199536.4PoorPoorPoorFairSD598
June 199436.4PoorPoorPoorPoorSD598
May 199336.4PoorPoorPoorSatisfactorySD598
May 199261.6PoorSatisfactoryPoorPoorSD598
May 199161.6PoorSatisfactoryFairPoorSD598