I 70 EAGLE SPUR over EAGLE RIVER

Map

Coordinates:
+39.65697, -106.82541
39°39'25" N, 106°49'31" W

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

Name:	I 70 EAGLE SPUR over EAGLE RIVER
Structure number:	F-09-Z
Location:	EAGLE EBY CRK RD
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	120.1 ft. `[36.6 m]`
Total length:	124.0 ft. `[37.8 m]`
Roadway width between curbs:	54.1 ft. `[16.5 m]`
Deck width edge-to-edge:	56.8 ft. `[17.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1972
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	17,000 `[as of 2011]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
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:	66.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Good	Good	Good	17000	66.1
June 2016	Good	Good	Good	Good	17000	66.1
June 2014	Good	Good	Very Good	Good	17000	80.1
June 2012	Good	Good	Very Good	Good	15900	80.0
June 2010	Good	Good	Very Good	Good	15900	80.0
June 2008	Good	Good	Very Good	Good	15900	80.0
June 2006	Good	Good	Very Good	Good	15900	80.0
April 2004	Good	Good	Very Good	Good	10830	76.1
June 2002	Good	Good	Very Good	Good	6317	81.4
June 2000	Good	Good	Very Good	Good	6370	81.2
May 1998	Good	Good	Very Good	Good	6370	81.2
April 1996	Good	Good	Very Good	Good	5700	82.0
July 1994	Good	Good	Very Good	Good	4600	68.3
June 1992	Good	Good	Very Good	Good	4600	66.3
May 1990	Fair	Satisfactory	Very Good	Good	3650	69.7

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.	968	836	132	0	0
Steel Protective Coating	sq. ft.	968	836	0	0	132
Prestressed Concrete Girder/Beam	linear ft.	122	122	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,037	6,687	350	0	0
Wearing Surfaces	sq. ft.	6,696	6,696	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	114	104	10	0	0
Joints
Strip Seal Joint	linear ft.	54	0	54	0	0
Other Joint	linear ft.	57	0	57	0	0
Bearings
Elastomeric Bearing	each	2	2	0	0	0
Movable Bearing	each	8	0	8	0	0
Steel Protective Coating	sq. ft.	8	0	0	0	8
Fixed Bearing	each	8	0	0	8	0
Steel Protective Coating	sq. ft.	8	0	0	0	8
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	248	248	0	0	0
Steel Protective Coating	sq. ft.	248	248	0	0	0