156TH ST/FAU 5127 over US6/W DODGE RD


+41.26303, -96.15814
41°15'47" N, 96°09'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:156TH ST/FAU 5127 over US6/W DODGE RD
Structure number:S006 36093
Location:156TH @ W DODGE OMAHA
Purpose:Carries highway overpass over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.0 ft. [19.5 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:186.4 ft. [56.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,970 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:84.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryVery GoodVery Good2997084.0
February 2016FairSatisfactoryVery GoodVery Good2997084.0
March 2014FairSatisfactoryVery GoodVery Good2997084.0
February 2014FairSatisfactoryVery GoodVery Good2997096.2
February 2012GoodVery GoodVery GoodVery Good3330095.8
March 2010GoodVery GoodExcellentExcellent3330095.8
March 2008GoodVery GoodExcellentExcellent2630096.5
February 2006GoodVery GoodExcellentExcellent1670097.4
July 2004GoodVery GoodExcellentExcellent2300096.8
February 2002GoodVery GoodExcellentExcellent2280096.8
August 2000GoodVery GoodExcellentExcellent1730097.4
September 1998GoodVery GoodExcellentExcellent1730097.4
January 1996GoodExcellentExcellentExcellent1750097.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.2,0642,064000
Reinforced Concrete Decksq. ft.24,40523,2948262850
Reinforced Concrete Pier Walllinear ft.7676000
Reinforced Concrete Abutmentlinear ft.441441000
Reinforced Concrete Pier Caplinear ft.186186000
Compression Jointlinear ft.368368000
Elastomeric Bearingeach3232000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.26121731130