Share:

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

Map 

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

Facts 

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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201690.6FairSatisfactoryVery GoodVery Good-2900
February 201490.6GoodVery GoodVery GoodVery Good-2900
February 201292.6GoodVery GoodVery GoodVery Good-3500
March 201092.6GoodVery GoodExcellentExcellent-3500
March 200892.6GoodVery GoodExcellentExcellent-3600
February 200693.9GoodExcellentExcellentExcellent-1400
July 200493.8GoodExcellentExcellentExcellent-1900
February 200293.9GoodExcellentExcellentExcellent-1400
August 200093.9GoodExcellentExcellentExcellent-1400
September 199893.9GoodExcellentExcellentExcellent-1400
August 199692.5GoodExcellentExcellentExcellent-4520
September 199492.6GoodExcellentExcellentExcellent-4520
September 199292.6GoodExcellentExcellentExcellent-4520