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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201589.7Not deficientGoodGoodGood500
May 201389.7Not deficientVery GoodVery GoodVery Good500
April 201190.4Not deficientVery GoodVery GoodVery Good500
May 200990.4Not deficientVery GoodVery GoodVery Good500
November 200790.4Not deficientVery GoodVery GoodVery Good500
July 200690.4Not deficientVery GoodVery GoodVery Good500
August 200490.4Not deficientVery GoodVery GoodVery Good500
December 200290.4Not deficientExcellentExcellentExcellent500
June 200115.4Structurally deficientFairPoorPoor400
September 199915.4Structurally deficientFairPoorPoor400
March 199729.0Structurally deficientFairPoorPoor400
September 199529.0Structurally deficientFairPoorFair400
November 199445.1Functionally obsoleteFairFairFair400
May 199345.1Functionally obsoleteFairFairFair400
December 199146.7Functionally obsoleteFairFairSatisfactory400