+39.13194, -84.70806
39°07'55" N, 84°42'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US50 over MUDDY CREEK
Structure number:3102734
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