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J J PERSHING DR over STREAM

Map

Coordinates:
+41.32500, -95.94500
41°19'30" N, 95°56'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:J J PERSHING DR over STREAM
Structure number:U1825B5505
Location:OMAHA JJ PERSHING @ READ
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
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: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,574 [as of 2013]
Truck traffic:5% 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 replacement [2]
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:68.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood857468.7
April 2015GoodGoodGoodGood857470.7
April 2013GoodGoodGoodGood837070.9
May 2011GoodGoodGoodGood930079.9
April 2010GoodGoodGoodGood930079.9
June 2008FairGoodSatisfactoryGood780080.1
July 2006GoodVery GoodGoodGood930079.9
July 2004PoorPoorSatisfactorySatisfactory970073.8
November 2002PoorPoorGoodGood980073.8
August 2000PoorPoorGoodGood920073.8
September 1998PoorPoorGoodGood920073.8
September 1996PoorPoorGoodGood790072.0
May 1994PoorPoorGoodGood790072.2
May 1992PoorPoorGoodGood655072.3
September 1990PoorPoorGoodGood655072.3