WB-US6/DODGE ST over I480/US75

Map

Coordinates:
+41.25875, -95.95417
41°15'31" N, 95°57'15" 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:	16.1 ft. `[4.9 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]`
Operating rating:	38.0 tons `[34.5 metric tons]`
Inventory rating:	23.0 tons `[20.9 metric tons]`
Sufficiency rating:	55.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

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