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

Map

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

Facts

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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201699.0FairSatisfactoryVery GoodGood-23000
February 201499.0GoodVery GoodVery GoodGood-23000
February 201299.0GoodVery GoodVery GoodGood-38000
March 201099.0GoodVery GoodExcellentGood-38000
March 200899.0GoodExcellentExcellentExcellent-27400
February 200699.0GoodExcellentExcellentExcellent-25400
July 200499.0GoodExcellentExcellentExcellent-25900
February 200299.0GoodExcellentExcellentExcellent-25400
August 200099.0GoodExcellentExcellentExcellent-24700
September 199899.0GoodExcellentExcellentExcellent-24700
August 199699.0GoodExcellentExcellentExcellent-13900
September 199499.0GoodExcellentExcellentExcellent-15450
September 199299.0GoodExcellentExcellentExcellent-15450