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LONGVIEW BR CONN over HWY 2W

Columbia County, Oregon

Map

Coordinates:
+46.09558, -122.96947
46°05'44" N, 122°58'10" W

Facts

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

Name:	LONGVIEW BR CONN over HWY 2W
Structure number:	09591 02WC04837
Location:	2.7 MI W RAINIER
Purpose:	Carries highway overpass over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	137.1 ft. `[41.8 m]`
Total length:	236.9 ft. `[72.2 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	46.6 ft. `[14.2 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1969
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:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,400 `[as of 2016]`
Truck traffic:	13% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	69.2
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$1,831,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Good	Satisfactory	Good	6400	69.2
November 2015	Fair	Good	Satisfactory	Good	6200	69.2
November 2013	Fair	Good	Satisfactory	Good	5800	69.2
October 2011	Fair	Good	Satisfactory	Good	5800	69.2
July 2010	Fair	Satisfactory	Satisfactory	Good	5400	69.2
July 2008	Fair	Good	Satisfactory	Good	5400	69.2
July 2006	Fair	Good	Satisfactory	Good	14632	71.2
July 2004	Fair	Good	Fair	Good	14632	61.0
July 2002	Fair	Good	Satisfactory	Very Good	14632	98.0
July 2000	Good	Good	Good	Very Good	14200	98.0
July 1998	Good	Good	Good	Very Good	14200	98.0
July 1996	Good	Good	Good	Very Good	3100	82.0
July 1994	Good	Good	Good	Very Good	3100	84.5
July 1992	Good	Good	Good	Very Good	3100	86.5
July 1990	Good	Very Good	Good	Very Good	3600	84.5

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 Closed Web/Box Girder	linear ft.	948	670	274	4	0
Deck
Reinforced Concrete Top Flange	sq. ft.	11,021	10,691	90	240	0
Wearing Surfaces	sq. ft.	10,428	10,428	0	0	0
Substructure
Reinforced Concrete Column	each	4	1	3	0	0
Reinforced Concrete Abutment	linear ft.	93	93	0	0	0
Reinforced Concrete Pier Cap	linear ft.	76	76	0	0	0
Joints
Other Joint	linear ft.	94	37	0	10	47
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	474	399	75	0	0
Steel Protective Coating	sq. ft.	3,026	0	3,026	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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