Share:

SH 3 over WILLOW CREEK

Kootenai County, Idaho

Map

Coordinates:
+47.45611, -116.60306
47°27'22" N, 116°36'11" W

Facts

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

Name:	SH 3 over WILLOW CREEK
Structure number:	000000000010126
Location:	10.2 S. ROSE LAKE
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	52.2 ft. `[15.9 m]`
Total length:	55.1 ft. `[16.8 m]`
Roadway width between curbs:	37.1 ft. `[11.3 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	2014
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: July 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,100 `[as of 2015]`
Truck traffic:	15% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
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:	96.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2016	Good	Very Good	Very Good	Very Good	1100	96.9
November 2014	Good	Excellent	Excellent	Excellent	1100	96.9

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.	423	423	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	2,200	2,200	0	0	0
Wearing Surfaces	sq. ft.	2,035	2,035	0	0	0
Concrete Protective Coating	sq. ft.	2,035	2,035	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	93	84	9	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	107	107	0	0	0
Steel Protective Coating	sq. ft.	150	150	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	110	110	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/1669634