150TH ST/FAU 5144 over US6/W DODGE RD


+41.26299, -96.14844
41°15'47" N, 96°08'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:150TH ST/FAU 5144 over US6/W DODGE RD
Structure number:S006 36142
Location:150TH @ W DODGE OMAHA
Purpose:Carries highway overpass over highway
Route classification:Collector (Urban) [17]
Length of largest span:67.9 ft. [20.7 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:10°
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:2,900 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:71.8 tons [65.3 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:90.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201690.6Not deficientSatisfactoryVery GoodVery Good2900
February 201490.6Not deficientVery GoodVery GoodVery Good2900
February 201292.6Not deficientVery GoodVery GoodVery Good3500
March 201092.6Not deficientVery GoodExcellentExcellent3500
March 200892.6Not deficientVery GoodExcellentExcellent3600
February 200693.9Not deficientExcellentExcellentExcellent1400
July 200493.8Not deficientExcellentExcellentExcellent1900
February 200293.9Not deficientExcellentExcellentExcellent1400
August 200093.9Not deficientExcellentExcellentExcellent1400
September 199893.9Not deficientExcellentExcellentExcellent1400
August 199692.5Not deficientExcellentExcellentExcellent4520
September 199492.6Not deficientExcellentExcellentExcellent4520
September 199292.6Not deficientExcellentExcellentExcellent4520