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PAWNEE ROAD over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.37913, -96.05654
41°22'45" N, 96°03'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201598.7Not deficientVery GoodVery GoodVery Good100
May 201398.7Not deficientVery GoodVery GoodVery Good100
May 2011100.0Not deficientGoodGoodVery Good100
March 2009100.0Not deficientGoodGoodVery Good100
May 2007100.0Not deficientGoodGoodVery Good100
May 2005100.0Not deficientVery GoodGoodVery Good100
April 2003100.0Not deficientVery GoodGoodVery Good100
May 2001100.0Not deficientVery GoodGoodVery Good50
April 1999100.0Not deficientVery GoodGoodVery Good50
May 1998100.0Not deficientVery GoodGoodVery Good50
May 1997100.0Not deficientVery GoodGoodVery Good50
June 1995100.0Not deficientVery GoodVery GoodVery Good50
April 1993100.0Not deficientVery GoodVery GoodVery Good50
September 1991100.0Not deficientExcellentExcellentExcellent50
December 199152.3Structurally deficientExcellentExcellentExcellent50