Share:

C STREET WEST over NICE CREEK

Map

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

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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorPoorPoorSatisfactory55128.8
May 2015PoorPoorPoorSatisfactory55128.5
May 2013PoorPoorPoorSatisfactory55128.5
July 2011PoorPoorFairSatisfactory55143.7
June 2009PoorPoorFairSatisfactory55143.7
January 2009FairFairFairSatisfactory55145.7
September 2006FairFairFairSatisfactory53045.7
September 2004FairFairSatisfactorySatisfactory53052.5
October 2002FairFairSatisfactoryGood51552.5
September 2000FairFairSatisfactoryGood50052.5
September 1998FairFairSatisfactoryGood50052.5
May 1996FairFairSatisfactoryGood50062.7
April 1994FairSatisfactorySatisfactoryGood50064.2
April 1992FairSatisfactorySatisfactoryGood50071.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.729514175400
Deck
Reinforced Concrete Decksq. ft.4,9002,6591,1401,1010
Wearing Surfacessq. ft.4,90004,90000
Substructure
Reinforced Concrete Columneach109100
Reinforced Concrete Abutmentlinear ft.40202000
Reinforced Concrete Pier Caplinear ft.101267500
Joints
Other Jointlinear ft.4004000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.48602432430
Steel Protective Coatingsq. ft.3,0140003,014