WB RAMP TO SR-58 over I-80 (SR-80) EBL & WBL

Map

Coordinates:
+40.74646, -114.01709
40°44'47" N, 114°01'02" W

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

Name:	WB RAMP TO SR-58 over I-80 (SR-80) EBL & WBL
Structure number:	4C 591
Location:	1 MILE EAST of WENDOVER
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	128.0 ft. `[39.0 m]`
Total length:	260.5 ft. `[79.4 m]`
Roadway width between curbs:	26.6 ft. `[8.1 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1970
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:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	950 `[as of 2014]`
Truck traffic:	20% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	88.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Satisfactory	Fair	950	88.9
September 2016	Good	Good	Good	Good	950	99.9
September 2014	Good	Good	Good	Good	342	98.1
September 2012	Good	Good	Good	Good	479	92.9
October 2010	Good	Good	Good	Good	1310	85.8
September 2008	Good	Good	Good	Good	1310	85.8
June 2007	Good	Good	Good	Good	2437	85.6
July 2005	Good	Good	Good	Good	2437	85.6
October 2002	Good	Good	Good	Good	4605	80.2
September 2000	Good	Good	Good	Good	4510	80.2
October 1998	Good	Very Good	Good	Good	1165	80.8
September 1996	Fair	Satisfactory	Good	Satisfactory	1002	78.8
December 1994	Fair	Satisfactory	Good	Good	1002	83.5
November 1992	Fair	Satisfactory	Good	Good	2210	97.7
July 1991	Fair	Satisfactory	Good	Good	2120	93.7

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,027	742	285	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,724	5,760	1,210	754	0
Substructure
Reinforced Concrete Column	each	2	2	0	0	0
Reinforced Concrete Abutment	linear ft.	69	0	42	27	0
Reinforced Concrete Pier Cap	linear ft.	35	31	4	0	0
Bearings
Movable Bearing	each	8	0	0	8	0
Fixed Bearing	each	4	4	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	582	290	292	0	0