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J J PERSHING DR over STREAM

Map

Coordinates:
+41.32167, -95.94000
41°19'18" N, 95°56'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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 2015

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: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:98.8 tons [89.8 metric tons]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:70.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201570.7GoodGoodGoodGoodFO8574
April 201370.9GoodGoodGoodGoodFO8370
May 201179.9GoodGoodGoodGood-9300
April 201079.9GoodGoodGoodGood-9300
June 200880.1FairGoodSatisfactoryGood-7800
July 200679.9GoodVery GoodGoodGood-9300
July 200473.8PoorPoorSatisfactorySatisfactorySD9700
November 200273.8PoorPoorGoodGoodSD9800
August 200073.8PoorPoorGoodGoodSD9200
September 199873.8PoorPoorGoodGoodSD9200
September 199672.0PoorPoorGoodGoodSD7900
May 199472.2PoorPoorGoodGoodSD7900
May 199272.3PoorPoorGoodGoodSD6550
September 199072.3PoorPoorGoodGoodSD6550