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BRONSON WAY over CEDAR R

Map

Coordinates:
+47.48208, -122.20289
47°28'55" N, 122°12'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRONSON WAY over CEDAR R
Structure number:0002504A0000000
Location:0.2 E JCT SR 515
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:104.0 ft. [31.7 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:71.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,869,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodSatisfactorySatisfactory2000071.3
April 2016FairGoodSatisfactorySatisfactory1828071.4
April 2014FairGoodSatisfactorySatisfactory1828071.4
April 2012FairGoodSatisfactoryGood2339070.4
October 2010FairSatisfactorySatisfactoryGood2501471.1
September 2008FairSatisfactorySatisfactoryGood2501471.1
September 2006FairSatisfactorySatisfactoryGood2300071.5
August 2004FairSatisfactorySatisfactoryGood2300071.5
June 2002FairSatisfactorySatisfactoryGood2300071.5
May 2000FairSatisfactorySatisfactoryGood2215971.6
May 1998FairSatisfactorySatisfactoryGood2215926.5
May 1996FairSatisfactorySatisfactoryGood2215950.2
June 1994FairSatisfactoryGoodGood2215950.2
November 1992FairSatisfactoryGoodGood3005047.9
August 1990GoodGoodGoodGood3005047.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.214214000
Steel Protective Coatingsq. ft.1,911946095510
Reinforced Concrete Girder/Beamlinear ft.399399000
Steel Stringerlinear ft.1,4421,442000
Steel Protective Coatingsq. ft.12,8786,37406,43965
Deck
Reinforced Concrete Decksq. ft.8,7368,734002
Wearing Surfacessq. ft.8,73608,73600
Superstructure
Steel Floor Beamlinear ft.290290000
Steel Protective Coatingsq. ft.2,5901,28201,29513
Substructure
Reinforced Concrete Columneach98010
Reinforced Concrete Pier Walllinear ft.144140040
Reinforced Concrete Abutmentlinear ft.144144000
Joints
Open Jointlinear ft.112000112
Assembly without Seal Jointlinear ft.114011400
Bearings
Movable Bearingeach20020
Fixed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.312312000