FAU 5001/144TH ST over US6/W DODGE RD


+41.26322, -96.13864
41°15'48" N, 96°08'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 5001/144TH ST over US6/W DODGE RD
Structure number:S006 36192
Location:144TH @ W DODGE OMAHA
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:67.9 ft. [20.7 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:192.9 ft. [58.8 m]
Deck width edge-to-edge:195.5 ft. [59.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1992
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: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:23,000 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:95.8 tons [87.1 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201699.0Not deficientSatisfactoryVery GoodGood23000
February 201499.0Not deficientVery GoodVery GoodGood23000
February 201299.0Not deficientVery GoodVery GoodGood38000
March 201099.0Not deficientVery GoodExcellentGood38000
March 200899.0Not deficientExcellentExcellentExcellent27400
February 200699.0Not deficientExcellentExcellentExcellent25400
July 200499.0Not deficientExcellentExcellentExcellent25900
February 200299.0Not deficientExcellentExcellentExcellent25400
August 200099.0Not deficientExcellentExcellentExcellent24700
September 199899.0Not deficientExcellentExcellentExcellent24700
August 199699.0Not deficientExcellentExcellentExcellent13900
September 199499.0Not deficientExcellentExcellentExcellent15450
September 199299.0Not deficientExcellentExcellentExcellent15450