BLONDO ST/FAU 5066 over I680


+41.27781, -96.07581
41°16'40" N, 96°04'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:BLONDO ST/FAU 5066 over I680
Structure number:S680 00402
Location:IN OMAHA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:140.1 ft. [42.7 m]
Total length:265.1 ft. [80.8 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:78.7 ft. [24.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built: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:2
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:Good
Status:Open, no restriction [A]
Average daily traffic:19,800 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:78.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201778.1GoodGoodVery GoodVery Good-19800
March 201578.1GoodVery GoodVery GoodVery Good-19800
March 201391.1GoodVery GoodVery GoodVery Good-19800
March 201189.9GoodVery GoodVery GoodExcellent-29700
March 200989.4GoodVery GoodVery GoodExcellent-34900
March 200788.0GoodExcellentExcellentExcellent-37000
March 200587.8GoodExcellentExcellentExcellent-38800
July 200387.8GoodExcellentExcellentExcellent-38800
April 200189.1GoodExcellentExcellentExcellent-26700
July 199990.4GoodExcellentExcellentExcellent-23700
June 199790.7GoodExcellentExcellentExcellent-21000
June 199690.9GoodExcellentExcellentExcellent-19500
August 199549.4FairSatisfactoryFairGood-19500
July 199369.6FairSatisfactorySatisfactoryGood-19500
December 199169.5FairSatisfactoryGoodGood-20400