I 80W over UPRR

Map

Coordinates:
+40.69805, -116.51334
40°41'53" N, 116°30'48" W

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

Name:	I 80W over UPRR
Structure number:	G 885W
Location:	EAST OF BATTLE MOUNTAIN
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	57.1 ft. `[17.4 m]`
Total length:	174.9 ft. `[53.3 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:	23.0 ft. `[7.0 m]`
Skew angle:	24°
Owner:	State Highway Agency `[01]`
Year built:	1964
Year reconstructed:	2015
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:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
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:	3,500 `[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:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	96.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,024,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Satisfactory	Satisfactory	3500	96.9
August 2015	Fair	Good	Satisfactory	Satisfactory	3500	96.9
August 2014	Poor	Good	Satisfactory	Poor	3450	69.8
August 2012	Poor	Fair	Good	Poor	3300	69.8
August 2011	Poor	Fair	Good	Poor	3300	69.5
August 2010	Poor	Fair	Good	Poor	3300	69.5
August 2009	Poor	Satisfactory	Good	Poor	3300	70.6
August 2008	Poor	Satisfactory	Good	Poor	3300	70.6
September 2007	Poor	Satisfactory	Good	Poor	3300	69.6
September 2005	Poor	Satisfactory	Good	Poor	3300	70.6
July 2003	Poor	Satisfactory	Good	Poor	3275	70.6
August 2001	Poor	Good	Good	Poor	3395	70.5
September 1999	Poor	Good	Good	Poor	3003	70.6
September 1997	Poor	Satisfactory	Good	Poor	2830	70.6
August 1995	Poor	Satisfactory	Good	Poor	2718	70.7
August 1993	Fair	Good	Very Good	Fair	2610	86.8
September 1991	Poor	Good	Very Good	Poor	2478	70.7

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,049	993	42	14	0
Deck
Reinforced Concrete Deck	sq. ft.	7,521	0	7,521	0	0
Substructure
Reinforced Concrete Column	each	6	5	1	0	0
Reinforced Concrete Pier Wall	linear ft.	85	0	83	2	0
Reinforced Concrete Abutment	linear ft.	94	80	12	2	0
Reinforced Concrete Pier Cap	linear ft.	94	74	20	0	0
Joints
Pourable Joint	linear ft.	188	65	89	0	34
Bearings
Elastomeric Bearing	each	36	36	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	350	330	20	0	0