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O STREET over US75

Map

Coordinates:
+41.20830, -95.94911
41°12'30" N, 95°56'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:O STREET over US75
Structure number:S075 08682
Location:IN OMAHA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:128.0 ft. [39.0 m]
Total length:236.9 ft. [72.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1978
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
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:47.9 tons [43.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:80.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201680.2FairSatisfactoryGoodVery GoodFO1500
February 201480.2FairSatisfactoryGoodVery GoodFO1500
January 201281.2FairSatisfactoryGoodVery GoodFO1500
February 201081.2GoodVery GoodVery GoodVery GoodFO1500
January 200881.2GoodVery GoodVery GoodVery GoodFO1500
February 200686.3GoodVery GoodVery GoodVery GoodFO1500
August 200486.3GoodVery GoodVery GoodVery GoodFO1500
April 200286.3GoodVery GoodVery GoodVery GoodFO1500
August 200086.3GoodVery GoodVery GoodVery GoodFO1500
August 199886.3GoodVery GoodVery GoodVery GoodFO1500
August 199686.3GoodVery GoodVery GoodVery GoodFO1500
September 199487.4GoodVery GoodVery GoodVery Good-1500
August 199287.4GoodVery GoodVery GoodVery Good-1500
September 199087.4GoodVery GoodVery GoodVery Good-1500