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PINE STREET over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.24333, -96.02000
41°14'36" N, 96°01'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PINE STREET over LITTLE PAPILLION CREEK
Structure number:U1825E2225
Location:OMAHA PINE @ 69TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:62.0 ft. [18.9 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:61.4 ft. [18.7 m]
Deck width edge-to-edge:75.8 ft. [23.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,100 [as of 1998]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:86.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodGoodGood1010086.1
May 2014GoodGoodGoodGood1010086.1
May 2012GoodGoodGoodGood1010093.0
May 2010GoodGoodGoodGood1010095.0
May 2008GoodGoodVery GoodVery Good1010095.0
July 2006GoodGoodVery GoodVery Good1010095.0
April 2004GoodGoodVery GoodVery Good1010095.0
August 2002GoodGoodVery GoodVery Good1010095.0
August 2000GoodVery GoodVery GoodVery Good1010095.0
August 1998GoodVery GoodExcellentExcellent1010095.0