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US6 over SADDLE CREEK RD

Map

Coordinates:
+41.25968, -95.98043
41°15'35" N, 95°58'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US6 over SADDLE CREEK RD
Structure number:S006 37025
Location:DODGE @ SADDLE CR OMAHA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,250 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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:54.2 tons [49.3 metric tons]
Inventory rating:32.6 tons [29.6 metric tons]
Sufficiency rating:48.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201648.5FairFairFairFairFO25250
March 201428.0FairFairFairFairFO25250
March 201235.4FairFairFairFairFO25625
February 201038.5FairFairFairFairFO15055
March 200837.0FairFairFairFairFO27860
January 200637.0FairFairFairFairFO27860
July 200434.6FairFairFairFairFO36700
February 200234.1FairFairFairFairFO38680
October 200034.0FairFairFairFairFO39115
September 199834.0FairFairFairFairFO39115
August 199631.2FairFairFairSatisfactoryFO42100
September 199433.4FairFairFairSatisfactoryFO42400
July 199236.1FairFairFairSatisfactoryFO30000
December 199136.1FairFairFairSatisfactoryFO30000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.42190230
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.32100220
Deck
Reinforced Concrete Slabsq. ft.35610702490
Wearing Surfacessq. ft.279279000