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SH 97 over COEUR D'ALENE RIVER

Kootenai County, Idaho

Map

Coordinates:
+47.46428, -116.76531
47°27'51" N, 116°45'55" W

Facts

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

Name:	SH 97 over COEUR D'ALENE RIVER
Structure number:	000000000018901
Location:	0.6 N. HARRISON
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	194.9 ft. `[59.4 m]`
Total length:	606.0 ft. `[184.7 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	46.3 ft. `[14.1 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	12°
Owner:	State Highway Agency `[01]`
Year built:	2007
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	4
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]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	660 `[as of 2016]`
Truck traffic:	9% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Serious `[3 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	51.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$356,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Poor	Fair	Very Good	Serious	660	51.8
July 2017	Poor	Fair	Very Good	Poor	660	69.8
July 2016	Poor	Fair	Very Good	Poor	660	69.8
July 2015	Poor	Fair	Very Good	Poor	540	70.2
July 2014	Poor	Satisfactory	Very Good	Poor	540	71.2
July 2013	Poor	Satisfactory	Very Good	Poor	620	70.9
July 2012	Poor	Satisfactory	Very Good	Poor	620	66.9
July 2010	Fair	Satisfactory	Very Good	Very Good	620	95.4
July 2008	Fair	Satisfactory	Excellent	Excellent	470	96.2
March 2007	Fair	Satisfactory	Excellent	Excellent	470	73.5

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.	3,000	3,000	0	0	0
Steel Protective Coating	sq. ft.	60,206	60,206	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	28,058	9,354	0	18,704	0
Concrete Protective Coating	sq. ft.	26,664	0	0	0	26,664
Substructure
Reinforced Concrete Column	each	9	9	0	0	0
Reinforced Concrete Pier Wall	linear ft.	162	52	82	28	0
Reinforced Concrete Abutment	linear ft.	96	0	0	96	0
Steel Pile	each	3	0	1	2	0
Reinforced Concrete Pier Cap	linear ft.	138	138	0	0	0
Bearings
Elastomeric Bearing	each	10	10	0	0	0
Fixed Bearing	each	15	15	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,312	0	1,312	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/1132098