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PAWNEE ROAD over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.38000, -96.05667
41°22'48" N, 96°03'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PAWNEE ROAD over LITTLE PAPILLION CREEK
Structure number:U182500415
Location:OMAHA PAWNEE @ 96TH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.0 ft. [12.8 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:97.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodVery GoodVery Good10097.7
May 2015GoodVery GoodVery GoodVery Good10098.7
May 2013GoodVery GoodVery GoodVery Good10098.7
May 2011GoodGoodGoodVery Good100100.0
March 2009GoodGoodGoodVery Good100100.0
May 2007GoodGoodGoodVery Good100100.0
May 2005GoodVery GoodGoodVery Good100100.0
April 2003GoodVery GoodGoodVery Good100100.0
May 2001GoodVery GoodGoodVery Good50100.0
April 1999GoodVery GoodGoodVery Good50100.0
May 1998GoodVery GoodGoodVery Good50100.0
May 1997GoodVery GoodGoodVery Good50100.0
June 1995GoodVery GoodVery GoodVery Good50100.0
April 1993GoodVery GoodVery GoodVery Good50100.0
December 1991GoodExcellentExcellentExcellent5052.3
September 1991GoodExcellentExcellentExcellent50100.0