WB-US6/DODGE ST over I480/US75

Map

Coordinates:
+41.25976, -95.95375
41°15'35" N, 95°57'13" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	WB-US6/DODGE ST over I480/US75
Structure number:	S480 00231
Location:	IN OMAHA
Purpose:	Carries highway overpass over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	235.9 ft. `[71.9 m]`
Total length:	476.1 ft. `[145.1 m]`
Roadway width between curbs:	51.8 ft. `[15.8 m]`
Deck width edge-to-edge:	71.9 ft. `[21.9 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	9°
Owner:	State Highway Agency `[01]`
Year built:	1964
Year reconstructed:	1998
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	8,048 `[as of 2012]`
Truck traffic:	2% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	55.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Very Good	Very Good	Very Good	8048	55.5
March 2015	Good	Very Good	Excellent	Excellent	8048	55.5
March 2013	Good	Very Good	Excellent	Excellent	8048	64.1
February 2011	Good	Very Good	Excellent	Excellent	10408	63.4
March 2009	Good	Excellent	Excellent	Excellent	4085	66.4
March 2007	Good	Excellent	Excellent	Excellent	7283	80.1
March 2005	Good	Excellent	Excellent	Excellent	8600	80.0
June 2003	Good	Excellent	Excellent	Excellent	8725	80.0
March 2001	Good	Excellent	Excellent	Very Good	11625	79.6
August 1999	Good	Excellent	Excellent	Very Good	8843	79.9
July 1997	Poor	Serious	Fair	Good	18955	59.0
July 1995	Poor	Serious	Fair	Good	13065	58.3
July 1993	Poor	Serious	Fair	Good	14450	58.2
December 1991	Fair	Satisfactory	Fair	Good	18595	62.8

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	3,784	3,784	0	0	0
Steel Protective Coating	sq. ft.	43,138	43,138	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	32,844	30,879	171	1,794	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	35	35	0	0	0
Reinforced Concrete Abutment	linear ft.	142	142	0	0	0
Reinforced Concrete Pier Cap	linear ft.	70	70	0	0	0
Bearings
Elastomeric Bearing	each	24	24	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	944	472	472	0	0