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

Map

Coordinates:
+41.26299, -96.14845
41°15'47" N, 96°08'54" W

Facts

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

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]
Sufficiency rating:90.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairSatisfactoryVery GoodVery Good290090.6
February 2014GoodVery GoodVery GoodVery Good290090.6
February 2012GoodVery GoodVery GoodVery Good350092.6
March 2010GoodVery GoodExcellentExcellent350092.6
March 2008GoodVery GoodExcellentExcellent360092.6
February 2006GoodExcellentExcellentExcellent140093.9
July 2004GoodExcellentExcellentExcellent190093.8
February 2002GoodExcellentExcellentExcellent140093.9
August 2000GoodExcellentExcellentExcellent140093.9
September 1998GoodExcellentExcellentExcellent140093.9
August 1996GoodExcellentExcellentExcellent452092.5
September 1994GoodExcellentExcellentExcellent452092.6
September 1992GoodExcellentExcellentExcellent452092.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.818818000
Deck
Reinforced Concrete Decksq. ft.7,0206,74927010
Substructure
Reinforced Concrete Pier Walllinear ft.3737000
Reinforced Concrete Abutmentlinear ft.9494000
Reinforced Concrete Pier Caplinear ft.5151000
Bearings
Fixed Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2782631500