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

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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201684.0FairSatisfactoryVery GoodVery Good-29970
March 201484.0FairSatisfactoryVery GoodVery Good-29970
February 201496.2FairSatisfactoryVery GoodVery Good-29970
February 201295.8GoodVery GoodVery GoodVery Good-33300
March 201095.8GoodVery GoodExcellentExcellent-33300
March 200896.5GoodVery GoodExcellentExcellent-26300
February 200697.4GoodVery GoodExcellentExcellent-16700
July 200496.8GoodVery GoodExcellentExcellent-23000
February 200296.8GoodVery GoodExcellentExcellent-22800
August 200097.4GoodVery GoodExcellentExcellent-17300
September 199897.4GoodVery GoodExcellentExcellent-17300
January 199697.3GoodExcellentExcellentExcellent-17500