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36TH STREET over UPRR 816-824-G

Map 

Coordinates:
+41.22359, -95.96623
41°13'25" N, 95°57'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:43.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201543.8Functionally obsoleteGoodGoodGood2000
August 201343.8Functionally obsoleteGoodGoodGood2000
July 201150.0Functionally obsoleteGoodGoodGood2000
July 200950.0Functionally obsoleteGoodVery GoodGood2000
October 200791.2Not deficientGoodVery GoodVery Good2000
November 200591.2Not deficientGoodGoodVery Good2000
June 200391.2Not deficientGoodGoodVery Good2000
August 200191.2Not deficientGoodGoodVery Good2000
August 199991.3Not deficientGoodGoodVery Good2000
August 199791.3Not deficientGoodGoodVery Good2000
September 199591.3Not deficientVery GoodExcellentExcellent2000
March 199491.3Not deficientExcellentExcellentExcellent2000
November 199310.6Structurally deficientFairPoorPoor2000
December 199119.4Structurally deficientFairPoorPoor2000