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WINTER ST SE over SHELTON DITCH

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+44.93407, -123.03450
44°56'03" N, 123°02'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WINTER ST SE over SHELTON DITCH
Structure number:470405000
Location:500 BLOCK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:81.4 ft. [24.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
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: August 2015

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:6,751 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Sufficiency rating:38.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$619,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2015PoorFairFairCritical675138.9
August 2014PoorFairFairCritical675138.9
August 2013PoorFairFairCritical675138.9
September 2011PoorSatisfactorySatisfactoryCritical675140.0
September 2009PoorSatisfactorySatisfactoryCritical675140.0
October 2007FairSatisfactorySatisfactoryFair668464.7
August 2005FairSatisfactorySatisfactoryFair648967.7
July 2003FairGoodSatisfactorySatisfactory648977.5
July 2001FairGoodSatisfactorySatisfactory630077.5
July 1999FairGoodSatisfactorySatisfactory600077.5
July 1997FairGoodGoodSatisfactory600077.5
June 1995FairGoodSatisfactorySatisfactory478068.3
July 1993GoodGoodGoodGood478068.3
July 1991FairGoodSatisfactoryFair478058.3