+41.24526, -95.95343
41°14'43" N, 95°57'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:S480 00131
Location:IN OMAHA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:74.2 ft. [22.6 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1998
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:4
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: March 2017 

Status:Open, no restriction [A]
Average daily traffic:1,890 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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:77.9 tons [70.8 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.5
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
March 201771.5Functionally obsoleteGoodFairGood1890
March 201571.5Functionally obsoleteVery GoodFairGood1890
March 201373.3Functionally obsoleteVery GoodFairGood1890
March 201172.2Functionally obsoleteVery GoodFairGood2100
March 200972.2Functionally obsoleteVery GoodFairGood2200
March 200773.3Not deficientVery GoodFairGood1300
March 200573.3Not deficientVery GoodFairGood1300
June 200373.3Not deficientVery GoodFairGood1300
March 200157.2Not deficientExcellentPoorGood1800
July 199948.4Not deficientExcellentPoorGood2800
July 199751.0Structurally deficientSeriousPoorGood2600
July 199546.4Structurally deficientSeriousPoorGood2800
July 199346.3Structurally deficientSeriousPoorGood3300
December 199148.4Structurally deficientPoorPoorGood3300