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I 90 WBL over WOLF LODGE CREEK

Kootenai County, Idaho

Map

Coordinates:
+47.62889, -116.62194
47°37'44" N, 116°37'19" W

Facts

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

Name:	I 90 WBL over WOLF LODGE CREEK
Structure number:	000000000016925
Location:	10.4 E. COEUR D'ALENE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1960
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,500 `[as of 2015]`
Truck traffic:	22% 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	86.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Satisfactory	Satisfactory	Fair	6500	86.3
March 2013	Fair	Very Good	Satisfactory	Satisfactory	6000	97.4
March 2011	Fair	Very Good	Satisfactory	Satisfactory	6250	97.4
March 2009	Fair	Excellent	Satisfactory	Satisfactory	13000	89.4
March 2008	Poor	Poor	Satisfactory	Satisfactory	13000	86.4
March 2007	Poor	Poor	Satisfactory	Satisfactory	13000	86.4
March 2005	Poor	Poor	Satisfactory	Satisfactory	13000	86.4
March 2003	Fair	Fair	Satisfactory	Satisfactory	12000	88.5
March 2001	Fair	Fair	Satisfactory	Satisfactory	12000	88.5
March 2000	Fair	Fair	Good	Satisfactory	11000	90.7
March 1998	Fair	Satisfactory	Good	Satisfactory	11000	91.8
March 1997	Fair	Satisfactory	Good	Satisfactory	11000	91.8
March 1995	Fair	Satisfactory	Very Good	Satisfactory	11000	92.0
March 1993	Fair	Satisfactory	Very Good	Satisfactory	8780	92.2
June 1991	Fair	Satisfactory	Good	Satisfactory	8780	92.2

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
Reinforced Concrete Girder/Beam	linear ft.	712	612	100	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,595	3,568	27	0	0
Wearing Surfaces	sq. ft.	3,420	3,420	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	92	76	16	0	0
Steel Pile	each	19	0	0	19	0
Steel Protective Coating	sq. ft.	660	0	0	660	0
Reinforced Concrete Pier Cap	linear ft.	91	73	18	0	0
Joints
Pourable Joint	linear ft.	79	0	79	0	0
Bearings
Elastomeric Bearing	each	32	0	32	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	226	203	23	0	0
Steel Protective Coating	sq. ft.	993	970	23	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1131836