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TENNY ROAD over OPOSSUM RUN

Map

Coordinates:
+39.75333, -83.24667
39°45'12" N, 83°14'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TENNY ROAD over OPOSSUM RUN
Structure number:6534384
Location:0.7MI WEST OF US 62
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:41.0 ft. [12.5 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:351 [as of 2015]
Truck traffic:7% 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:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:76.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201676.7GoodGoodGoodGood-351
January 201678.3GoodVery GoodGoodGood-200
January 201581.4GoodVery GoodGoodGood-200
December 201381.4GoodVery GoodGoodGood-200
August 201281.4FairSatisfactorySatisfactorySatisfactory-200
January 201273.9FairSatisfactorySatisfactorySatisfactory-200
September 201073.9FairVery GoodSatisfactorySatisfactory-200
October 200973.9FairGoodSatisfactorySatisfactory-200
February 200873.9FairGoodVery GoodSatisfactory-200
November 200673.9FairGoodVery GoodSatisfactory-200
July 200473.9FairSatisfactoryVery GoodSatisfactory-200
May 200073.9FairVery GoodVery GoodSatisfactory-200
June 199873.9GoodVery GoodVery GoodGood-200
April 199673.9GoodVery GoodVery GoodGood-200
May 199472.4GoodVery GoodVery GoodGood-200
July 199272.4GoodVery GoodVery GoodGood-200
July 199072.4GoodVery GoodVery GoodGood-200