I 80W over SR306 GOLD ACRES RD

Map

Coordinates:
+40.66273, -116.44012
40°39'46" N, 116°26'24" W

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

Name:	I 80W over SR306 GOLD ACRES RD
Structure number:	I 888W
Location:	NORTH OF BEOWAWE
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	94.2 ft. `[28.7 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1964
Year reconstructed:	1988
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,275 `[as of 2014]`
Truck traffic:	31% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	93.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Satisfactory	Satisfactory	3275	93.8
July 2015	Fair	Satisfactory	Satisfactory	Satisfactory	3275	93.8
July 2013	Fair	Fair	Fair	Satisfactory	3600	81.8
July 2011	Fair	Satisfactory	Satisfactory	Good	3230	93.7
July 2009	Fair	Satisfactory	Good	Good	3230	93.7
July 2007	Good	Good	Good	Good	3230	93.7
July 2005	Good	Good	Good	Good	3190	95.7
August 2003	Good	Good	Good	Good	3190	93.7
August 2001	Good	Good	Good	Good	3450	95.7
July 1999	Fair	Satisfactory	Good	Good	2833	95.7
September 1997	Fair	Satisfactory	Good	Satisfactory	2740	95.7
August 1995	Fair	Satisfactory	Good	Satisfactory	2640	93.8
June 1993	Fair	Satisfactory	Good	Good	2500	93.8
September 1991	Good	Good	Good	Good	2408	91.8

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	6	4	2	0	0
Reinforced Concrete Abutment	linear ft.	86	86	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	30	30	0	0	0
Steel Pile	each	12	11	0	1	0
Reinforced Concrete Pier Cap	linear ft.	86	86	0	0	0
Joints
Compression Joint	linear ft.	86	22	24	0	40
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	188	0	94	94	0
Deck
Reinforced Concrete Slab	sq. ft.	4,051	3,792	200	59	0
Wearing Surfaces	sq. ft.	3,589	2,852	700	0	37