Share:

CHURCH ST SE over PRINGLE CREEK/SHELTON

Map

Coordinates:
+44.93459, -123.03787
44°56'05" N, 123°02'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHURCH ST SE over PRINGLE CREEK/SHELTON
Structure number:470608000
Location:600 BLOCK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.1 ft. [10.7 m]
Total length:247.1 ft. [75.3 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,374 [as of 2010]
Truck traffic:2% of total traffic
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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:70.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairSatisfactoryFair337470.8
August 2015FairFairSatisfactorySatisfactory337480.8
August 2013FairFairSatisfactorySatisfactory337480.8
September 2011FairFairSatisfactorySatisfactory337480.8
September 2009FairFairSatisfactorySatisfactory337480.8
October 2007FairFairSatisfactorySatisfactory334180.8
August 2005FairFairSatisfactorySatisfactory324483.8
July 2003FairSatisfactoryGoodGood324484.5
July 2001FairSatisfactoryGoodGood315084.4
July 1999FairSatisfactoryGoodGood300084.4
July 1997FairSatisfactoryGoodGood300078.5
June 1995FairSatisfactoryGoodSatisfactory212597.0
July 1993FairGoodGoodSatisfactory212597.0
July 1991FairGoodGoodSatisfactory212597.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,47002,47000
Deck
Reinforced Concrete Top Flangesq. ft.16,7000016,7000
Substructure
Reinforced Concrete Columneach32812120
Reinforced Concrete Abutmentlinear ft.135012960
Reinforced Concrete Pier Caplinear ft.406040150
Joints
Other Jointlinear ft.134001340
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.494004940