SH 3 over CD'A RIVER;ROSE LAKE

Map

Coordinates:
+47.52314, -116.51478
47°31'23" N, 116°30'53" W

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

Name:	SH 3 over CD'A RIVER;ROSE LAKE
Structure number:	000000000010141
Location:	3.0 S. ROSE LAKE
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	165.0 ft. `[50.3 m]`
Total length:	431.1 ft. `[131.4 m]`
Roadway width between curbs:	36.7 ft. `[11.2 m]`
Deck width edge-to-edge:	39.7 ft. `[12.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1997
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,400 `[as of 2016]`
Truck traffic:	15% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	96.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Good	Satisfactory	1400	96.1
July 2017	Fair	Satisfactory	Very Good	Fair	1400	84.5
July 2015	Fair	Satisfactory	Very Good	Fair	1400	84.5
July 2013	Fair	Satisfactory	Very Good	Fair	1400	84.5
July 2011	Fair	Satisfactory	Very Good	Fair	1400	76.2
July 2009	Fair	Satisfactory	Very Good	Satisfactory	1400	88.5
July 2007	Fair	Satisfactory	Very Good	Satisfactory	1300	89.2
July 2005	Fair	Satisfactory	Very Good	Satisfactory	1300	89.2
July 2003	Fair	Satisfactory	Very Good	Satisfactory	1300	89.2
July 2001	Fair	Satisfactory	Very Good	Satisfactory	1300	89.2
July 1999	Good	Good	Very Good	Good	1300	87.1
July 1997	Good	Good	Very Good	Good	1300	87.1

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.	1,700	1,692	0	8	0
Steel Protective Coating	sq. ft.	32,875	32,875	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	17,111	14,436	2,675	0	0
Wearing Surfaces	sq. ft.	15,818	15,793	0	0	25
Concrete Protective Coating	sq. ft.	15,818	15,818	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	82	32	50	0	0
Steel Pile	each	9	0	0	9	0
Steel Protective Coating	sq. ft.	1,831	0	0	0	1,831
Reinforced Concrete Pier Cap	linear ft.	79	72	7	0	0
Joints
Compression Joint	linear ft.	38	0	15	23	0
Assembly with Seal	each	41	0	0	26	15
Bearings
Elastomeric Bearing	each	4	4	0	0	0
Fixed Bearing	each	12	8	4	0	0
Steel Protective Coating	sq. ft.	36	36	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	900	720	180	0	0