EB-US6/DOUGLAS ST over I480/US75


+41.25875, -95.95361
41°15'31" N, 95°57'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:EB-US6/DOUGLAS ST over I480/US75
Structure number:S480 00224
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:111.9 ft. [34.1 m]
Total length:341.9 ft. [104.2 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1993
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:4
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,828 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:73.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201773.5FairGoodGoodSatisfactory-6828
March 201573.5FairGoodGoodSatisfactory-6828
March 201379.2FairGoodGoodSatisfactory-6828
March 201179.2GoodGoodGoodGood-7000
March 200978.9GoodGoodGoodGood-8880
March 200777.0GoodGoodGoodGood-6785
March 200576.9GoodGoodGoodGood-7225
June 200376.9GoodGoodGoodGood-7350
March 200176.9GoodGoodGoodGood-7388
July 199976.9GoodGoodGoodGood-7263
July 199777.3GoodExcellentGoodGood-19775
July 199576.1GoodExcellentGoodGood-16650
July 199376.2GoodExcellentGoodGood-15700
December 199162.2FairFairFairGood-13400