Share:

WESTERN AVE over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.27057, -96.04097
41°16'14" N, 96°02'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTERN AVE over LITTLE PAPILLION CREEK
Structure number:U1825H1805
Location:OMAHA WESTERN @ 83RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:71.9 ft. [21.9 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Year reconstructed:2004
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 continuous [6]
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,442 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:75.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairGoodGoodSatisfactory444275.2
March 2015FairGoodGoodSatisfactory558070.2
March 2013FairGoodGoodSatisfactory558078.0
March 2011FairGoodSatisfactoryGood558080.0
May 2010FairGoodSatisfactoryGood620079.9
June 2008FairVery GoodSatisfactorySatisfactory610079.9
July 2006FairVery GoodSatisfactorySatisfactory610079.9
October 2004PoorPoorFairSatisfactory720063.4
October 2002FairFairFairSatisfactory700065.5
August 2000FairSatisfactoryFairSatisfactory650066.6
August 1998FairSatisfactorySatisfactorySatisfactory650077.8
July 1996FairSatisfactoryGoodSatisfactory550054.2
August 1994FairSatisfactoryGoodSatisfactory520055.8
March 1992GoodGoodGoodGood520064.8
May 1990GoodGoodVery GoodGood520064.8