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SR-49 over WOODINGTON RUN

Map

Coordinates:
+40.18528, -84.67944
40°11'07" N, 84°40'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-49 over WOODINGTON RUN
Structure number:1901214
Location:2.54MI.S. OF JCT. SR-47
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:55.1 ft. [16.8 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,652 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:36.7 tons [33.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:68.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201668.6FairFairFairVery Good-1652
May 201576.9FairFairFairGood-1174
May 201381.5GoodGoodGoodVery Good-1174
May 201281.5GoodGoodGoodVery Good-1174
July 201181.5GoodGoodGoodVery Good-1174
May 201081.5GoodGoodGoodVery Good-1211
July 200981.5GoodVery GoodVery GoodGood-1211
May 200881.5GoodGoodVery GoodGood-1211
March 200781.3GoodGoodVery GoodGood-1332
April 200681.3GoodGoodVery GoodGood-1332
March 200581.3GoodGoodVery GoodGood-1332
April 200482.9GoodGoodVery GoodGood-780
January 200382.9GoodGoodVery GoodGood-780
March 200282.9GoodGoodVery GoodGood-780
December 200082.9GoodGoodVery GoodGood-780
December 199982.9GoodGoodVery GoodGood-780
November 199882.9GoodGoodVery GoodGood-780
November 199781.9GoodGoodVery GoodGood-780
October 199681.9GoodGoodVery GoodGood-780
October 199582.0GoodGoodVery GoodGood-780
November 199481.7GoodGoodVery GoodGood-1000
December 199381.7GoodGoodVery GoodGood-1000
December 199282.7GoodGoodVery GoodGood-1000
October 199182.7GoodVery GoodVery GoodVery Good-1000