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 2015 

Status:Open, no restriction [A]
Average daily traffic:19,800 [as of 2010]
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: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. ratingEvaluationDeckSuper.Sub.ADT
March 201578.1Not deficientVery GoodVery GoodVery Good19800
March 201391.1Not deficientVery GoodVery GoodVery Good19800
March 201189.9Not deficientVery GoodVery GoodExcellent29700
March 200989.4Not deficientVery GoodVery GoodExcellent34900
March 200788.0Not deficientExcellentExcellentExcellent37000
March 200587.8Not deficientExcellentExcellentExcellent38800
July 200387.8Not deficientExcellentExcellentExcellent38800
April 200189.1Not deficientExcellentExcellentExcellent26700
July 199990.4Not deficientExcellentExcellentExcellent23700
June 199790.7Not deficientExcellentExcellentExcellent21000
June 199690.9Not deficientExcellentExcellentExcellent19500
August 199549.4Not deficientSatisfactoryFairGood19500
July 199369.6Not deficientSatisfactorySatisfactoryGood19500
December 199169.5Not deficientSatisfactoryGoodGood20400