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US50 over MUDDY CREEK

Map

Coordinates:
+39.13194, -84.70806
39°07'55" N, 84°42'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US50 over MUDDY CREEK
Structure number:3102734
Location:AT W CORP LINE CINCINNATI
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:87.9 ft. [26.8 m]
Total length:236.9 ft. [72.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,881 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
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 condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$750,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201684.7FairSatisfactorySatisfactorySatisfactory-18881
March 201587.4FairSatisfactorySatisfactorySatisfactory-15240
September 201487.4FairSatisfactorySatisfactorySatisfactory-15240
April 201387.4FairSatisfactorySatisfactorySatisfactory-15240
September 201285.4FairSatisfactorySatisfactoryGood-15240
July 201185.4FairSatisfactorySatisfactorySatisfactory-15240
November 201085.9FairSatisfactorySatisfactorySatisfactory-14570
April 200985.9FairSatisfactorySatisfactorySatisfactory-14570
October 200885.9FairSatisfactoryGoodSatisfactory-14570
June 200785.9FairSatisfactoryGoodSatisfactory-14570
November 200685.9GoodGoodGoodGood-14570
November 200586.9GoodGoodGoodGood-13280
May 200486.9GoodGoodGoodGood-13280
September 200389.8GoodGoodGoodGood-9430
October 200289.8GoodGoodGoodGood-9430
December 200189.8GoodGoodGoodGood-9430
October 200091.8GoodGoodGoodGood-9430
August 199991.8GoodGoodGoodGood-9430
November 199891.8GoodGoodGoodGood-9430
September 199791.8GoodGoodVery GoodGood-9430
June 199691.8GoodGoodGoodGood-9430
December 199493.5FairSatisfactorySatisfactoryGood-8680
December 199374.9FairSatisfactorySatisfactoryGood-8680
November 199138.4PoorPoorFairPoorSD8680
April 199138.4PoorPoorFairPoorSD8680

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,3702,34515100
Deck
Reinforced Concrete Decksq. ft.15,97812,6013,37700
Substructure
Reinforced Concrete Columneach86020
Reinforced Concrete Abutmentlinear ft.14410115280
Reinforced Concrete Pier Caplinear ft.144144000
Joints
Assembly without Seal Jointlinear ft.1341102400
Bearings
Movable Bearingeach40280120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.47427420000