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US101(HWY009) over HAYNES INLET SLOUGH

Map

Coordinates:
+43.43992, -124.22020
43°26'24" N, 124°13'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US101(HWY009) over HAYNES INLET SLOUGH
Structure number:18544 009 23309
Location:02.3 MI N HWY 240 JCT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:238.9 ft. [72.8 m]
Total length:773.3 ft. [235.7 m]
Roadway width between curbs:82.7 ft. [25.2 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,900 [as of 2014]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:95.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201595.1GoodGoodGoodGood-13900
May 201395.3GoodGoodGoodGood-12200
May 201195.3GoodGoodGoodVery Good-12200
June 200980.0GoodGoodGoodGood-11000
May 200778.0GoodGoodGoodGood-12100
May 200578.0GoodGoodGoodGood-12100
April 200478.0GoodGoodGoodGood-13800
May 200361.0FairSatisfactoryGoodVery Good-13600
February 200261.0GoodGoodVery GoodVery Good-13800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3,09403,09400
Prestressed Concrete Archlinear ft.2,6252,38524000
Deck
Reinforced Concrete Top Flangesq. ft.65,51541,23219,4834,8000
Concrete Protective Coatingsq. ft.400400000
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.214214000
Reinforced Concrete Pile Cap/Footinglinear ft.4163665000
Reinforced Concrete Pier Caplinear ft.282282000
Joints
Strip Seal Jointlinear ft.169016900
Bearings
Elastomeric Bearingeach84400
Fixed Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,6681,664400
Steel Protective Coatingsq. ft.13,48013,480000