+39.15361, -84.54222
39°09'13" N, 84°32'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 27 EB over US27*S;MLCK;2RR;STS;RAMP
Structure number:3115739
Location:.5 MI W OF IR 75
Purpose:Carries highway overpass over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:173.9 ft. [53.0 m]
Total length:1117.5 ft. [340.6 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:10
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:40,344 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:81.3 tons [73.9 metric tons]
Sufficiency rating:82.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201682.7FairSatisfactoryFairGood-40344
July 201581.8FairSatisfactoryFairGood-48443
October 201481.8FairSatisfactoryFairGood-48443
September 201381.8FairSatisfactoryFairGood-48443
April 201281.8FairSatisfactoryFairGood-48443
October 201181.8FairSatisfactoryFairGood-48443
May 201080.9FairSatisfactoryFairGood-56308
November 200980.9FairSatisfactoryFairGood-56308
July 200880.9FairSatisfactoryFairGood-56308
October 200792.7FairGoodSatisfactoryGood-56308
April 200692.7FairGoodSatisfactoryGood-56308
October 200591.6FairGoodSatisfactoryGood-56869
May 200493.0FairGoodSatisfactoryGood-41976
June 200393.0FairGoodSatisfactoryGood-41976
September 200293.0FairGoodSatisfactoryGood-41976
May 200194.1FairGoodSatisfactoryGood-41976
December 200094.1FairGoodSatisfactoryGood-41976
August 199994.1FairGoodSatisfactoryGood-41976
November 199894.1FairGoodSatisfactoryGood-41976
December 199794.1FairGoodSatisfactoryGood-41976
April 199694.1FairGoodSatisfactoryGood-41976
February 199595.2FairGoodSatisfactoryGood-37235
April 199491.2FairGoodSatisfactoryGoodFO35392
March 199391.2FairSatisfactorySatisfactoryGoodFO35392
November 199191.2FairSatisfactorySatisfactoryGoodFO35392
February 199191.2FairGoodSatisfactoryGoodFO35392