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BLONDO ST/FAU 5066 over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.27786, -96.04565
41°16'40" N, 96°02'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BLONDO ST/FAU 5066 over LITTLE PAPILLION CREEK
Structure number:U182531830
Location:OMAHA BLONDO @ 85TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:55.4 ft. [16.9 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1977
Year reconstructed:1981
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,390 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:91.9 tons [83.5 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:67.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201567.0FairGoodSatisfactorySatisfactory-21390
June 201367.0FairGoodSatisfactorySatisfactory-24480
June 201177.9FairGoodSatisfactorySatisfactory-27200
April 201078.9FairGoodSatisfactorySatisfactory-27200
May 200877.8FairFairSatisfactorySatisfactory-27300
September 200678.1FairFairSatisfactorySatisfactory-24900
June 200477.7FairFairGoodSatisfactory-27800
September 200278.8FairSatisfactoryGoodGood-27600
August 200079.1FairSatisfactoryGoodGood-25300
August 199879.1FairSatisfactoryGoodGood-25300
July 199679.4GoodGoodGoodGood-22100
August 199479.8GoodGoodGoodGood-24150
April 199280.0GoodGoodGoodGood-21760
October 199080.0GoodGoodVery GoodVery Good-21760