39TH STREET over BNSF RR 074-716-H


+41.20833, -95.97167
41°12'30" N, 95°58'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:39TH STREET over BNSF RR 074-716-H
Structure number:U1825J5105
Location:OMAHA 39TH @ O
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:118.1 ft. [36.0 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2015]
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:87.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood50087.7
May 2015GoodGoodGoodGood50089.7
May 2013GoodVery GoodVery GoodVery Good50089.7
April 2011GoodVery GoodVery GoodVery Good50090.4
May 2009GoodVery GoodVery GoodVery Good50090.4
November 2007GoodVery GoodVery GoodVery Good50090.4
July 2006GoodVery GoodVery GoodVery Good50090.4
August 2004GoodVery GoodVery GoodVery Good50090.4
December 2002GoodExcellentExcellentExcellent50090.4
June 2001PoorFairPoorPoor40015.4
September 1999PoorFairPoorPoor40015.4
March 1997PoorFairPoorPoor40029.0
September 1995PoorFairPoorFair40029.0
November 1994FairFairFairFair40045.1
May 1993FairFairFairFair40045.1
December 1991FairFairFairSatisfactory40046.7