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SH 3 over FOURTH OF JULY CREEK

Kootenai County, Idaho

Map

Coordinates:
+47.57333, -116.44222
47°34'24" N, 116°26'32" W

Facts

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

Name:	SH 3 over FOURTH OF JULY CREEK
Structure number:	000000000010145
Location:	3.1 N. ROSE LK.;JCT I 90
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	30.8 ft. `[9.4 m]`
Total length:	92.9 ft. `[28.3 m]`
Roadway width between curbs:	30.2 ft. `[9.2 m]`
Deck width edge-to-edge:	32.8 ft. `[10.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1962
Year reconstructed:	2015
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
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: July 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,100 `[as of 2015]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	81.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Good	Satisfactory	Satisfactory	2100	81.3
July 2015	Fair	Good	Satisfactory	Satisfactory	2100	81.3
July 2013	Fair	Satisfactory	Satisfactory	Satisfactory	2100	78.3
July 2011	Fair	Satisfactory	Satisfactory	Satisfactory	2300	77.5
July 2009	Fair	Satisfactory	Satisfactory	Satisfactory	2700	76.2
July 2007	Fair	Satisfactory	Satisfactory	Satisfactory	2700	76.2
July 2005	Fair	Satisfactory	Satisfactory	Satisfactory	2700	76.2
July 2003	Fair	Satisfactory	Satisfactory	Satisfactory	2500	77.0
July 2001	Fair	Satisfactory	Satisfactory	Satisfactory	2500	77.0
July 2000	Fair	Satisfactory	Good	Good	2400	75.3
July 1998	Fair	Satisfactory	Good	Good	2400	75.3
July 1996	Fair	Satisfactory	Good	Good	2400	77.3
July 1994	Fair	Satisfactory	Good	Good	2400	78.9
July 1992	Good	Good	Good	Good	2030	80.2
July 1990	Good	Good	Good	Good	2030	78.2

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.	651	581	70	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,041	3,041	0	0	0
Wearing Surfaces	sq. ft.	2,808	2,808	0	0	0
Substructure
Steel Column	each	14	14	0	0	0
Steel Protective Coating	sq. ft.	910	910	0	0	0
Reinforced Concrete Abutment	linear ft.	64	54	10	0	0
Reinforced Concrete Pier Cap	linear ft.	60	41	19	0	0
Joints
Compression Joint	linear ft.	68	0	68	0	0
Bearings
Elastomeric Bearing	each	7	7	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	184	184	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/1130976