SH 7 over CLEARWATER RIVER

Map

Coordinates:
+46.47778, -116.25889
46°28'40" N, 116°15'32" W

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

Name:	SH 7 over CLEARWATER RIVER
Structure number:	000000000010206
Location:	IN OROFINO
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	149.9 ft. `[45.7 m]`
Total length:	428.2 ft. `[130.5 m]`
Roadway width between curbs:	39.4 ft. `[12.0 m]`
Deck width edge-to-edge:	50.9 ft. `[15.5 m]`
Vertical clearance below bridge:	9.8 ft. `[3.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1998
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:	4,400 `[as of 2015]`
Truck traffic:	5% 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:	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 minimum criteria `[6]`
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:	74.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$6,704,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Good	Satisfactory	4400	74.7
October 2015	Fair	Satisfactory	Good	Satisfactory	4400	74.7
October 2013	Fair	Satisfactory	Very Good	Satisfactory	4400	74.7
October 2011	Fair	Satisfactory	Very Good	Satisfactory	7000	67.8
October 2009	Fair	Satisfactory	Very Good	Satisfactory	7000	67.8
October 2007	Fair	Satisfactory	Very Good	Satisfactory	7700	67.8
October 2005	Fair	Satisfactory	Very Good	Satisfactory	7400	67.8
October 2003	Fair	Satisfactory	Very Good	Satisfactory	6800	67.8
October 2001	Fair	Satisfactory	Very Good	Satisfactory	6800	67.8
October 2000	Fair	Satisfactory	Very Good	Very Good	7500	67.8
December 1998	Good	Excellent	Excellent	Excellent	7500	67.8

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.	1,953	1,888	65	0	0
Steel Protective Coating	sq. ft.	10,000	9,935	65	0	0
Deck
Reinforced Concrete Deck	sq. ft.	22,885	22,869	16	0	0
Wearing Surfaces	sq. ft.	16,863	16,863	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	50	0	50	0	0
Reinforced Concrete Abutment	linear ft.	141	127	14	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	7	0	7	0	0
Reinforced Concrete Pier Cap	linear ft.	146	141	5	0	0
Joints
Strip Seal Joint	linear ft.	102	0	102	0	0
Bearings
Movable Bearing	each	10	10	0	0	0
Steel Protective Coating	sq. ft.	30	30	0	0	0
Fixed Bearing	each	10	10	0	0	0
Steel Protective Coating	sq. ft.	30	30	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	902	902	0	0	0
Steel Protective Coating	sq. ft.	5,007	4,754	253	0	0
Reinforced Concrete Bridge Rail	linear ft.	908	838	70	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,179	2,179	0	0	0
Wearing Surfaces	sq. ft.	1,810	1,810	0	0	0