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US 101 over HUMPTULIPS RIVER

Map

Coordinates:
+47.22948, -123.96225
47°13'46" N, 123°57'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 101 over HUMPTULIPS RIVER
Structure number:0003765B0000000
Location:21.5 N JCT SR 109
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:259.9 ft. [79.2 m]
Total length:450.2 ft. [137.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
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:2,133 [as of 2016]
Truck traffic:23% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:68.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$7,200,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactoryGood213368.4
April 2016FairSatisfactorySatisfactorySatisfactory194771.1
April 2014FairSatisfactorySatisfactorySatisfactory194771.1
April 2012FairSatisfactorySatisfactorySatisfactory216268.3
April 2010PoorPoorSatisfactorySatisfactory210265.2
May 2008PoorPoorSatisfactoryFair210252.7
June 2006PoorPoorSatisfactoryPoor357436.0
October 2004PoorSatisfactorySatisfactoryPoor357439.0
August 2002PoorSatisfactoryFairPoor357439.0
July 2000PoorSatisfactoryFairPoor353939.0
March 1998FairSatisfactoryFairFair353947.9
October 1996FairSatisfactoryFairFair353947.9
March 1994FairSatisfactoryFairGood353947.9
October 1992FairSatisfactoryFairGood334948.1
May 1990FairFairFairGood334946.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6561,656000
Steel Protective Coatingsq. ft.12,99210,62802,216148
Steel Stringerlinear ft.1,8201,820000
Steel Protective Coatingsq. ft.14,27811,68002,435163
Deck
Reinforced Concrete Decksq. ft.11,70011,6751906
Wearing Surfacessq. ft.11,700011,69820
Superstructure
Steel Trusslinear ft.520322331650
Steel Protective Coatingsq. ft.40,79633,37306,958465
Steel Floor Beamlinear ft.291291000
Steel Protective Coatingsq. ft.2,2831,867038927
Steel Gusset Plateeach3231010
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Pier Walllinear ft.3635010
Reinforced Concrete Abutmentlinear ft.119119000
Reinforced Concrete Pileeach42020
Reinforced Concrete Pier Caplinear ft.5858000
Joints
Strip Seal Jointlinear ft.2602600
Open Jointlinear ft.182018200
Assembly without Seal Jointlinear ft.104010400
Bearings
Movable Bearingeach2929000
Fixed Bearingeach2929000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.900900000