FR EU02 over UPRR

Map

Coordinates:
+40.70194, -116.53615
40°42'07" N, 116°32'10" W

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

Name:	FR EU02 over UPRR
Structure number:	G 324
Location:	DUNPHY
Purpose:	Carries highway over railroad
Route classification:	Local (Rural) `[09]`
Length of largest span:	133.9 ft. `[40.8 m]`
Total length:	356.0 ft. `[108.5 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	35.1 ft. `[10.7 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	52°
Owner:	State Highway Agency `[01]`
Year built:	2014
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2014]`
Truck traffic:	25% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	100.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Very Good	Very Good	100	100.0
July 2015	Fair	Satisfactory	Very Good	Very Good	100	100.0
August 2014	Poor	Poor	Poor	Poor	110	51.6
August 2013	Poor	Poor	Poor	Poor	110	52.6
August 2012	Poor	Poor	Poor	Poor	110	46.9
August 2011	Poor	Poor	Poor	Poor	110	45.9
August 2010	Poor	Poor	Poor	Poor	110	45.9
August 2009	Poor	Fair	Poor	Poor	110	48.1
August 2008	Poor	Fair	Poor	Poor	110	48.1
September 2007	Poor	Fair	Poor	Poor	110	48.1
August 2006	Poor	Fair	Poor	Poor	110	48.1
November 2004	Poor	Fair	Fair	Poor	110	52.6
September 2003	Poor	Fair	Fair	Poor	110	48.1
August 2002	Poor	Fair	Fair	Poor	110	48.1
August 1999	Poor	Fair	Fair	Poor	110	48.1
September 1998	Poor	Fair	Fair	Poor	110	48.1
September 1997	Poor	Fair	Fair	Poor	110	48.1
July 1995	Poor	Fair	Satisfactory	Poor	50	49.6
August 1994	Poor	Fair	Satisfactory	Poor	50	49.6
August 1993	Poor	Fair	Satisfactory	Poor	50	49.6
June 1992	Poor	Poor	Poor	Poor	50	46.8
September 1991	Poor	Poor	Poor	Poor	50	46.8

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.	1,424	1,424	0	0	0
Steel Protective Coating	sq. ft.	1,424	1,424	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	12,460	4,984	7,476	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	114	114	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	114	114	0	0	0
Reinforced Concrete Pile	each	72	72	0	0	0
Reinforced Concrete Pier Cap	linear ft.	114	114	0	0	0
Joints
Strip Seal Joint	linear ft.	114	114	0	0	0
Bearings
Elastomeric Bearing	each	16	16	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	712	712	0	0	0