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I-70 (SR-70) EBL over EAGLE CANYON

Emery County, Utah

Map

Coordinates:
+38.85937, -110.86569
38°51'34" N, 110°51'56" W

View more info at Bridgehunter.com

Facts

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

Name:	I-70 (SR-70) EBL over EAGLE CANYON
Structure number:	2C 495
Location:	29 MI.E.FREMONT JCT.INT.
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	375.0 ft. `[114.3 m]`
Total length:	491.2 ft. `[149.7 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1965
Year reconstructed:	2010
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel continuous `[4]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Epoxy Overlay `[5]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,870 `[as of 2014]`
Truck traffic:	45% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	63.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Good	Good	Satisfactory	3870	63.0
September 2016	Fair	Good	Good	Satisfactory	3870	63.0
September 2014	Fair	Good	Good	Satisfactory	1672	69.3
September 2012	Fair	Good	Good	Satisfactory	1661	69.3
October 2011	Fair	Very Good	Satisfactory	Fair	2702	52.0
October 2009	Fair	Very Good	Satisfactory	Fair	2702	52.0
August 2007	Poor	Poor	Satisfactory	Fair	2513	55.3
November 2005	Poor	Poor	Satisfactory	Fair	2513	55.3
December 2003	Fair	Satisfactory	Satisfactory	Good	2222	69.3
October 2001	Fair	Satisfactory	Satisfactory	Good	2222	69.3
October 1999	Fair	Satisfactory	Satisfactory	Good	1935	69.3
October 1997	Fair	Satisfactory	Good	Good	1565	69.3
October 1995	Fair	Satisfactory	Good	Good	1490	69.6
September 1993	Poor	Satisfactory	Poor	Good	1315	47.3
November 1991	Poor	Satisfactory	Poor	Good	1192	47.3

Element Data

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.	520	520	0	0	0
Steel Stringer	linear ft.	1,440	1,440	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	16,517	16,461	47	9	0
Superstructure
Steel Arch	linear ft.	750	685	41	24	0
Steel Floor Beam	linear ft.	371	371	0	0	0
Steel Pin or Pin & Hangar Assembly	each	16	16	0	0	0
Substructure
Steel Column	each	24	24	0	0	0
Reinforced Concrete Abutment	linear ft.	68	0	34	34	0
Other Material Abutment	linear ft.	40	39	0	1	0
Joints
Strip Seal Joint	linear ft.	62	62	0	0	0
Bearings
Movable Bearing	each	8	8	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,081	1,013	68	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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