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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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,600 [as of 2010]
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]
Pier/abutment protection:Navigation protection not required [1]
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:59.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201459.9Not deficientGoodGoodFair7600
May 201274.1Not deficientGoodSatisfactoryFair7600
April 201083.2Not deficientGoodSatisfactorySatisfactory8700
May 200883.2Not deficientSatisfactorySatisfactorySatisfactory8700
June 200681.8Not deficientGoodSatisfactorySatisfactory10400
May 200481.7Not deficientGoodGoodGood10700
October 200281.7Not deficientGoodGoodGood10600
October 200083.6Not deficientGoodGoodGood10000
September 199883.6Not deficientGoodGoodGood10000
August 199683.8Not deficientGoodGoodGood8550
August 199482.3Not deficientGoodGoodGood9000
May 199282.5Not deficientGoodVery GoodGood7900
August 199082.5Not deficientVery GoodVery GoodVery Good7900