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Q ST/FAU 5026 over W BR PAPILLION CREEK

Map 

Coordinates:
+41.20517, -96.12495
41°12'19" N, 96°07'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Q ST/FAU 5026 over W BR PAPILLION CREEK
Structure number:U182502820
Location:OMAHA Q @ 136TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:88.9 ft. [27.1 m]
Total length:227.0 ft. [69.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:23,400 [as of 2010]
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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201464.0Functionally obsoleteGoodSatisfactorySatisfactory23400
May 201276.8Functionally obsoleteSatisfactorySatisfactorySatisfactory23400
May 201075.6Functionally obsoleteSatisfactorySatisfactorySatisfactory29600
February 200875.7Functionally obsoleteSatisfactorySatisfactorySatisfactory29050
September 200664.9Functionally obsoleteSatisfactoryGoodSatisfactory29900
August 200465.4Functionally obsoleteSatisfactoryGoodSatisfactory27550
September 200266.2Functionally obsoleteGoodGoodGood23650
September 200066.0Functionally obsoleteGoodGoodGood24400
July 199866.0Functionally obsoleteGoodGoodGood24400
June 199666.6Functionally obsoleteGoodGoodGood21830
October 199468.3Not deficientGoodGoodGood22300
May 199268.4Not deficientGoodGoodVery Good22200
October 199078.8Not deficientGoodGoodVery Good22200