I680 over FORT ST/FAU 5082

Map

Coordinates:
+41.30666, -96.07061
41°18'24" N, 96°04'14" W

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

Name:	I680 over FORT ST/FAU 5082
Structure number:	S680 00604R
Location:	FORT ST INTRCHG
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	149.9 ft. `[45.7 m]`
Roadway width between curbs:	39.0 ft. `[11.9 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1968
Year reconstructed:	1994
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:	4
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	26,448 `[as of 2013]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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:	71.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Fair	Fair	Good	26448	71.3
March 2015	Fair	Fair	Fair	Good	26448	71.3
March 2013	Fair	Fair	Fair	Good	26448	71.3
March 2011	Fair	Fair	Fair	Good	24728	69.0
March 2009	Fair	Fair	Fair	Good	24050	69.0
March 2007	Fair	Fair	Fair	Good	21248	82.0
February 2005	Fair	Fair	Fair	Good	24935	82.0
July 2003	Fair	Very Good	Satisfactory	Good	24065	94.0
April 2001	Fair	Very Good	Satisfactory	Good	20885	88.9
July 1999	Good	Excellent	Excellent	Good	19745	88.9
June 1997	Good	Excellent	Excellent	Good	19355	88.9
August 1995	Good	Excellent	Excellent	Good	22050	88.9
July 1993	Fair	Satisfactory	Satisfactory	Good	19700	88.9
December 1991	Fair	Satisfactory	Satisfactory	Good	17707	88.9

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	112	102	10	0	0
Reinforced Concrete Pier Cap	linear ft.	85	85	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	301	301	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	6,396	6,160	61	175	0
Wearing Surfaces	sq. ft.	5,873	5,577	290	6	0