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FREEMAN ROAD over DEEP CREEK

Columbia County, Oregon

Map

Coordinates:
+45.97451, -123.34647
45°58'28" N, 123°20'47" W

Facts

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

Name:	FREEMAN ROAD over DEEP CREEK
Structure number:	09C19A302200025
Location:	009 MI W CO LINE- HWY 202
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	45.9 ft. `[14.0 m]`
Total length:	91.9 ft. `[28.0 m]`
Roadway width between curbs:	12.8 ft. `[3.9 m]`
Deck width edge-to-edge:	14.1 ft. `[4.3 m]`
Owner:	County Highway Agency `[02]`
Year built:	1977
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	22 `[as of 2010]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	58.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Fair	Satisfactory	Fair	22	58.7
July 2017	Poor	Fair	Satisfactory	Serious	22	37.2
May 2015	Fair	Satisfactory	Satisfactory	Satisfactory	22	74.7
May 2013	Fair	Fair	Fair	Fair	22	62.7
July 2011	Fair	Fair	Fair	Fair	22	62.7
June 2009	Fair	Fair	Fair	Fair	22	62.7
January 2009	Poor	Fair	Good	Poor	22	46.6
September 2007	Poor	Fair	Good	Poor	21	46.6
September 2004	Fair	Fair	Good	Good	21	73.8
September 2002	Fair	Fair	Good	Good	21	73.8
September 2000	Fair	Fair	Good	Good	20	73.8
September 1998	Good	Good	Very Good	Good	20	74.8
May 1996	Fair	Good	Very Good	Fair	20	43.7
April 1994	Fair	Very Good	Very Good	Satisfactory	20	45.9
March 1992	Fair	Good	Good	Satisfactory	20	45.9
March 1990	Fair	Good	Good	Satisfactory	15	74.9

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
Steel Girder/Beam	linear ft.	368	356	12	0	0
Steel Protective Coating	sq. ft.	6,061	0	6,011	0	50
Substructure
Timber Abutment	linear ft.	14	12	2	0	0
Steel Abutment	linear ft.	14	0	14	0	0
Timber Pile	each	16	3	8	5	0
Steel Pier Cap	linear ft.	28	0	28	0	0
Deck
Timber Deck	sq. ft.	1,300	1,142	130	28	0
Wearing Surfaces	sq. ft.	736	426	300	10	0
Bridge Rail
Timber Bridge Rail	linear ft.	184	0	179	5	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/1450696