I-5 (HWY 001) SB over N UMPQUA,CORP,CR,& CORP

Map

Coordinates:
+43.28219, -123.35598
43°16'56" N, 123°21'22" W

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

Name:	I-5 (HWY 001) SB over N UMPQUA,CORP,CR,& CORP
Structure number:	07663A001 12892
Location:	03.4 MI N OF ROSEBURG NCL
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	142.1 ft. `[43.3 m]`
Total length:	1622.5 ft. `[494.5 m]`
Roadway width between curbs:	30.8 ft. `[9.4 m]`
Deck width edge-to-edge:	35.1 ft. `[10.7 m]`
Vertical clearance below bridge:	29.5 ft. `[9.0 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1964
Year reconstructed:	1996
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	5
Main spans material:	Steel `[3]`
Main spans design:	Truss - Deck `[09]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	33,700 `[as of 2016]`
Truck traffic:	28% of total traffic
Deck condition:	Satisfactory `[6 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]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	80.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Satisfactory	Satisfactory	33700	80.3
July 2015	Fair	Satisfactory	Satisfactory	Satisfactory	30600	80.7
July 2013	Fair	Satisfactory	Satisfactory	Satisfactory	17422	82.1
July 2011	Fair	Satisfactory	Satisfactory	Satisfactory	17422	69.5
February 2011	Fair	Satisfactory	Satisfactory	Satisfactory	17422	69.5
February 2009	Good	Good	Good	Good	17422	70.5
August 2007	Good	Good	Good	Good	17750	70.4
February 2005	Good	Good	Good	Good	17450	71.2
February 2003	Good	Good	Good	Good	16550	71.3
March 2001	Good	Good	Good	Good	13690	71.6
March 1999	Good	Very Good	Good	Good	13690	71.6
October 1996	Good	Very Good	Good	Good	18500	71.0
February 1995	Fair	Satisfactory	Good	Good	13200	79.8
February 1993	Good	Good	Good	Good	13200	79.8
April 1991	Fair	Satisfactory	Good	Good	13200	79.8

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.	4,438	4,414	24	0	0
Reinforced Concrete Girder/Beam	linear ft.	124	0	124	0	0
Steel Stringer	linear ft.	4,900	1,464	3,370	66	0
Steel Protective Coating	sq. ft.	21,400	2,400	17,000	1,600	400
Deck
Reinforced Concrete Deck	sq. ft.	55,904	55,636	258	10	0
Wearing Surfaces	sq. ft.	49,248	0	49,248	0	0
Concrete Protective Coating	sq. ft.	49,248	49,248	0	0	0
Superstructure
Steel Truss	linear ft.	1,400	393	1,005	2	0
Steel Protective Coating	sq. ft.	44,270	0	44,191	79	0
Steel Floor Beam	linear ft.	1,440	687	745	8	0
Steel Protective Coating	sq. ft.	8,865	2,925	4,500	1,440	0
Deck
Reinforced Concrete Top Flange	sq. ft.	875	867	8	0	0
Wearing Surfaces	sq. ft.	772	0	772	0	0
Concrete Protective Coating	sq. ft.	772	772	0	0	0
Superstructure
Steel Gusset Plate	each	360	225	94	41	0
Steel Protective Coating	sq. ft.	3,280	0	3,268	12	0
Substructure
Reinforced Concrete Column	each	28	18	10	0	0
Reinforced Concrete Abutment	linear ft.	85	81	3	1	0
Reinforced Concrete Pile Cap/Footing	linear ft.	1	0	1	0	0
Reinforced Concrete Pier Cap	linear ft.	530	458	68	4	0
Joints
Pourable Joint	linear ft.	280	280	0	0	0
Other Joint	linear ft.	74	74	0	0	0
Bearings
Elastomeric Bearing	each	110	110	0	0	0
Movable Bearing	each	14	0	14	0	0
Steel Protective Coating	sq. ft.	128	0	96	32	0
Fixed Bearing	each	10	0	10	0	0
Steel Protective Coating	sq. ft.	130	0	79	51	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	3,259	0	3,257	2	0