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PAWNEE ROAD over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.37913, -96.05654
41°22'45" 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 2015

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:Equal to present desirable criteria [8]
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:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:98.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201598.7GoodVery GoodVery GoodVery Good-100
May 201398.7GoodVery GoodVery GoodVery Good-100
May 2011100.0GoodGoodGoodVery Good-100
March 2009100.0GoodGoodGoodVery Good-100
May 2007100.0GoodGoodGoodVery Good-100
May 2005100.0GoodVery GoodGoodVery Good-100
April 2003100.0GoodVery GoodGoodVery Good-100
May 2001100.0GoodVery GoodGoodVery Good-50
April 1999100.0GoodVery GoodGoodVery Good-50
May 1998100.0GoodVery GoodGoodVery Good-50
May 1997100.0GoodVery GoodGoodVery Good-50
June 1995100.0GoodVery GoodVery GoodVery Good-50
April 1993100.0GoodVery GoodVery GoodVery Good-50
December 199152.3GoodExcellentExcellentExcellentSD50
September 1991100.0GoodExcellentExcellentExcellent-50