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Q ST/FAU 5026 over BIG PAPILLION CREEK

Map 

Coordinates:
+41.20523, -96.01208
41°12'19" N, 96°00'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Q ST/FAU 5026 over BIG PAPILLION CREEK
Structure number:U182512830
Location:OMAHA Q @ 69TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:109.9 ft. [33.5 m]
Total length:280.9 ft. [85.6 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
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: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: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,624 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 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]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:61.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201661.9FairGoodGoodFair-9624
May 201459.9FairGoodGoodFair-7600
May 201274.1FairGoodSatisfactoryFair-7600
April 201083.2FairGoodSatisfactorySatisfactory-8700
May 200883.2FairSatisfactorySatisfactorySatisfactory-8700
June 200681.8FairGoodSatisfactorySatisfactory-10400
May 200481.7GoodGoodGoodGood-10700
October 200281.7GoodGoodGoodGood-10600
October 200083.6GoodGoodGoodGood-10000
September 199883.6GoodGoodGoodGood-10000
August 199683.8GoodGoodGoodGood-8550
August 199482.3GoodGoodGoodGood-9000
May 199282.5GoodGoodVery GoodGood-7900
August 199082.5GoodVery GoodVery GoodVery Good-7900