39TH STREET over BNSF RR 074-716-H


+41.20819, -95.97256
41°12'29" N, 95°58'21" 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:24.3 ft. [7.4 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 2015

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]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:89.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201589.7GoodGoodGoodGood-500
May 201389.7GoodVery GoodVery GoodVery Good-500
April 201190.4GoodVery GoodVery GoodVery Good-500
May 200990.4GoodVery GoodVery GoodVery Good-500
November 200790.4GoodVery GoodVery GoodVery Good-500
July 200690.4GoodVery GoodVery GoodVery Good-500
August 200490.4GoodVery GoodVery GoodVery Good-500
December 200290.4GoodExcellentExcellentExcellent-500
June 200115.4PoorFairPoorPoorSD400
September 199915.4PoorFairPoorPoorSD400
March 199729.0PoorFairPoorPoorSD400
September 199529.0PoorFairPoorFairSD400
November 199445.1FairFairFairFairFO400
May 199345.1FairFairFairFairFO400
December 199146.7FairFairFairSatisfactoryFO400