Share:

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 2015 

Status:Open, no restriction [A]
Average daily traffic:5,345 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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. ratingEvaluationDeckSuper.Sub.ADT
March 201567.7Not deficientVery GoodVery GoodVery Good5345
March 201367.7Not deficientVery GoodVery GoodVery Good5345
March 201172.4Not deficientVery GoodVery GoodVery Good5918
March 200982.2Not deficientVery GoodVery GoodVery Good6835
March 200782.4Not deficientVery GoodVery GoodVery Good4973
March 200582.4Not deficientExcellentVery GoodVery Good5225
June 200371.2Not deficientExcellentFairGood5860
April 200171.2Not deficientExcellentFairGood5860
July 199971.2Not deficientExcellentFairGood5860
January 199768.4Not deficientExcellentFairGood11720
November 199472.3Not deficientSatisfactorySatisfactoryGood11000
June 199232.7Functionally obsoleteSatisfactoryGoodGood11080
July 199032.7Functionally obsoleteSatisfactoryGoodGood11080