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EB-US6 over 8TH ST/FAU 5052

Map

Coordinates:
+41.25973, -95.92662
41°15'35" N, 95°55'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:EB-US6 over 8TH ST/FAU 5052
Structure number:S480 00378G
Location:DOUGLAS ST OMAHA
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:128.9 ft. [39.3 m]
Total length:845.2 ft. [257.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance below bridge:31.8 ft. [9.7 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1996
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:9
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,345 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
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:33.9 tons [30.8 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:67.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201767.7FairSatisfactoryGoodVery Good-5345
March 201567.7GoodVery GoodVery GoodVery Good-5345
March 201367.7GoodVery GoodVery GoodVery Good-5345
March 201172.4GoodVery GoodVery GoodVery Good-5918
March 200982.2GoodVery GoodVery GoodVery Good-6835
March 200782.4GoodVery GoodVery GoodVery Good-4973
March 200582.4GoodExcellentVery GoodVery Good-5225
June 200371.2FairExcellentFairGood-5860
April 200171.2FairExcellentFairGood-5860
July 199971.2FairExcellentFairGood-5860
January 199768.4FairExcellentFairGood-11720
November 199472.3FairSatisfactorySatisfactoryGood-11000
June 199232.7FairSatisfactoryGoodGoodFO11080
July 199032.7FairSatisfactoryGoodGoodFO11080