36TH STREET over UPRR 816-824-G


+41.22333, -95.96500
41°13'24" N, 95°57'54" 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 2017

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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:44.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodGoodGood200044.2
August 2015GoodGoodGoodGood200043.8
August 2013GoodGoodGoodGood200043.8
July 2011GoodGoodGoodGood200050.0
July 2009GoodGoodVery GoodGood200050.0
October 2007GoodGoodVery GoodVery Good200091.2
November 2005GoodGoodGoodVery Good200091.2
June 2003GoodGoodGoodVery Good200091.2
August 2001GoodGoodGoodVery Good200091.2
August 1999GoodGoodGoodVery Good200091.3
August 1997GoodGoodGoodVery Good200091.3
September 1995GoodVery GoodExcellentExcellent200091.3
March 1994GoodExcellentExcellentExcellent200091.3
November 1993PoorFairPoorPoor200010.6
December 1991PoorFairPoorPoor200019.4