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RAYMOND CREEK ROAD over S FK SCAPPOOSE CR

Columbia County, Oregon

Map

Coordinates:
+45.74134, -122.90994
45°44'29" N, 122°54'36" W

Facts

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

Name:	RAYMOND CREEK ROAD over S FK SCAPPOOSE CR
Structure number:	17476 133400040
Location:	013 MI SW SAPPOOSE
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	48.9 ft. `[14.9 m]`
Roadway width between curbs:	27.6 ft. `[8.4 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Skew angle:	15°
Owner:	County Highway Agency `[02]`
Year built:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Other `[9]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	193 `[as of 2010]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	96.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Good	Good	Good	193	96.0
May 2015	Good	Good	Good	Good	193	91.2
May 2013	Good	Good	Good	Good	193	90.2
May 2011	Good	Good	Good	Good	193	90.2
May 2009	Good	Very Good	Very Good	Very Good	193	90.2
November 2008	Good	Very Good	Very Good	Very Good	193	92.2
September 2006	Good	Very Good	Very Good	Very Good	185	92.3
September 2004	Good	Very Good	Very Good	Very Good	185	92.3
September 2002	Good	Very Good	Very Good	Very Good	180	92.3
March 2001	Good	Very Good	Very Good	Good	180	92.3
August 1998	Good	Very Good	Very Good	Very Good	175	92.3
May 1996	Good	Very Good	Very Good	Very Good	175	92.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Deck
Prestressed Concrete Deck	sq. ft.	1,372	1,372	0	0	0
Wearing Surfaces	sq. ft.	1,372	388	984	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	72	71	1	0	0
Joints
Other Joint	linear ft.	56	28	28	0	0
Bearings
Elastomeric Bearing	each	28	28	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	98	98	0	0	0
Steel Protective Coating	sq. ft.	608	608	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/1451901