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SH 97 over WOLF LODGE CREEK

Kootenai County, Idaho

Map

Coordinates:
+47.62136, -116.64936
47°37'17" N, 116°38'58" W

Facts

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

Name:	SH 97 over WOLF LODGE CREEK
Structure number:	000000000018931
Location:	27.4 N. HARRISON
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	95.1 ft. `[29.0 m]`
Total length:	95.1 ft. `[29.0 m]`
Roadway width between curbs:	35.4 ft. `[10.8 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	2005
Historic significance:	Historical significance is not determinable at this time `[4]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,800 `[as of 2016]`
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:	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:	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:	99.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Good	Good	Good	1800	99.8
March 2016	Good	Good	Good	Good	1800	89.8
March 2014	Good	Very Good	Good	Very Good	1800	89.8
March 2012	Good	Very Good	Very Good	Very Good	2500	85.1
March 2010	Good	Very Good	Very Good	Very Good	2500	85.1
March 2008	Good	Very Good	Very Good	Very Good	2200	86.7
March 2006	Good	Very Good	Very Good	Very Good	2200	86.7
February 2005	Good	Excellent	Excellent	Excellent	1900	89.3

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
Prestressed Concrete Girder/Beam	linear ft.	665	664	0	1	0
Deck
Prestressed Concrete Top Flange	sq. ft.	4,106	4,104	0	2	0
Wearing Surfaces	sq. ft.	3,459	3,414	45	0	0
Concrete Protective Coating	sq. ft.	3,459	3,079	0	380	0
Substructure
Reinforced Concrete Abutment	linear ft.	133	131	2	0	0
Bearings
Elastomeric Bearing	each	14	14	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	196	196	0	0	0
Steel Protective Coating	sq. ft.	794	794	0	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/1132101