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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:70.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201570.7Functionally obsoleteGoodGoodGood8574
April 201370.9Functionally obsoleteGoodGoodGood8370
May 201179.9Not deficientGoodGoodGood9300
April 201079.9Not deficientGoodGoodGood9300
June 200880.1Not deficientGoodSatisfactoryGood7800
July 200679.9Not deficientVery GoodGoodGood9300
July 200473.8Structurally deficientPoorSatisfactorySatisfactory9700
November 200273.8Structurally deficientPoorGoodGood9800
August 200073.8Structurally deficientPoorGoodGood9200
September 199873.8Structurally deficientPoorGoodGood9200
September 199672.0Structurally deficientPoorGoodGood7900
May 199472.2Structurally deficientPoorGoodGood7900
May 199272.3Structurally deficientPoorGoodGood6550
September 199072.3Structurally deficientPoorGoodGood6550