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

Map

Coordinates:
+41.26299, -96.14844
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]
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.249249000
Deck
Reinforced Concrete Decksq. ft.6526272500
Substructure
Reinforced Concrete Pier Walllinear ft.1111000
Reinforced Concrete Abutmentlinear ft.2828000
Reinforced Concrete Pier Caplinear ft.1515000
Bearings
Fixed Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8480400