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


+41.26312, -96.15813
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:17.4 ft. [5.3 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 2016 

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]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:84.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201684.0Not deficientSatisfactoryVery GoodVery Good29970
March 201484.0Not deficientSatisfactoryVery GoodVery Good29970
February 201496.2Not deficientSatisfactoryVery GoodVery Good29970
February 201295.8Not deficientVery GoodVery GoodVery Good33300
March 201095.8Not deficientVery GoodExcellentExcellent33300
March 200896.5Not deficientVery GoodExcellentExcellent26300
February 200697.4Not deficientVery GoodExcellentExcellent16700
July 200496.8Not deficientVery GoodExcellentExcellent23000
February 200296.8Not deficientVery GoodExcellentExcellent22800
August 200097.4Not deficientVery GoodExcellentExcellent17300
September 199897.4Not deficientVery GoodExcellentExcellent17300
January 199697.3Not deficientExcellentExcellentExcellent17500