Share:

C STREET WEST over NICE CREEK

Columbia County, Oregon

Map

Coordinates:
+46.08953, -122.94282
46°05'22" N, 122°56'34" W

View more info at Bridgehunter.com

Facts

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

Name:	C STREET WEST over NICE CREEK
Structure number:	09C01 000 00000
Location:	RAINIER OREGON WESTSIDE
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	243.1 ft. `[74.1 m]`
Roadway width between curbs:	15.7 ft. `[4.8 m]`
Deck width edge-to-edge:	20.3 ft. `[6.2 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1911
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	6
Main spans material:	Concrete continuous `[2]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	551 `[as of 2010]`
Truck traffic:	10% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	28.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,370,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Poor	Poor	Poor	Satisfactory	551	28.8
May 2015	Poor	Poor	Poor	Satisfactory	551	28.5
May 2013	Poor	Poor	Poor	Satisfactory	551	28.5
July 2011	Poor	Poor	Fair	Satisfactory	551	43.7
June 2009	Poor	Poor	Fair	Satisfactory	551	43.7
January 2009	Fair	Fair	Fair	Satisfactory	551	45.7
September 2006	Fair	Fair	Fair	Satisfactory	530	45.7
September 2004	Fair	Fair	Satisfactory	Satisfactory	530	52.5
October 2002	Fair	Fair	Satisfactory	Good	515	52.5
September 2000	Fair	Fair	Satisfactory	Good	500	52.5
September 1998	Fair	Fair	Satisfactory	Good	500	52.5
May 1996	Fair	Fair	Satisfactory	Good	500	62.7
April 1994	Fair	Satisfactory	Satisfactory	Good	500	64.2
April 1992	Fair	Satisfactory	Satisfactory	Good	500	71.3

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	729	514	175	40	0
Deck
Reinforced Concrete Deck	sq. ft.	4,900	2,659	1,140	1,101	0
Wearing Surfaces	sq. ft.	4,900	0	4,900	0	0
Substructure
Reinforced Concrete Column	each	10	9	1	0	0
Reinforced Concrete Abutment	linear ft.	40	20	20	0	0
Reinforced Concrete Pier Cap	linear ft.	101	26	75	0	0
Joints
Other Joint	linear ft.	40	0	40	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	486	0	243	243	0
Steel Protective Coating	sq. ft.	3,014	0	0	0	3,014

© 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/1450690