36TH STREET over UPRR 816-824-G


+41.22359, -95.96623
41°13'25" N, 95°57'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:36TH STREET over UPRR 816-824-G
Structure number:U182505315
Location:OMAHA 36TH @ D
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:123.0 ft. [37.5 m]
Total length:735.9 ft. [224.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:8
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: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2015]
Truck traffic:1% 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:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:90.9 tons [82.6 metric tons]
Inventory rating:10.0 tons [9.1 metric tons]
Sufficiency rating:43.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201543.8GoodGoodGoodGoodFO2000
August 201343.8GoodGoodGoodGoodFO2000
July 201150.0GoodGoodGoodGoodFO2000
July 200950.0GoodGoodVery GoodGoodFO2000
October 200791.2GoodGoodVery GoodVery Good-2000
November 200591.2GoodGoodGoodVery Good-2000
June 200391.2GoodGoodGoodVery Good-2000
August 200191.2GoodGoodGoodVery Good-2000
August 199991.3GoodGoodGoodVery Good-2000
August 199791.3GoodGoodGoodVery Good-2000
September 199591.3GoodVery GoodExcellentExcellent-2000
March 199491.3GoodExcellentExcellentExcellent-2000
November 199310.6PoorFairPoorPoorSD2000
December 199119.4PoorFairPoorPoorSD2000