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HAMLET ROAD over ASVICK CREEK

Map

Coordinates:
+45.85625, -123.71218
45°51'23" N, 123°42'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAMLET ROAD over ASVICK CREEK
Structure number:11219A130100377
Location:040 MI SE JCT HWY 53
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:75.1 ft. [22.9 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:276 [as of 2010]
Truck traffic:20% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood27679.1
March 2015GoodGoodGoodGood27679.1
April 2013GoodGoodGoodGood27679.1
May 2011GoodGoodGoodGood27680.1
May 2009GoodVery GoodVery GoodVery Good27679.1
October 2008GoodVery GoodVery GoodVery Good27682.1
September 2006GoodVery GoodVery GoodVery Good26582.2
September 2004GoodVery GoodVery GoodVery Good26582.2
September 2002GoodVery GoodVery GoodVery Good25882.3
September 2000GoodVery GoodVery GoodVery Good25087.0
September 1998GoodVery GoodVery GoodVery Good25087.0
May 1996GoodVery GoodVery GoodVery Good25087.0
April 1994GoodVery GoodVery GoodVery Good25087.0
March 1992GoodVery GoodVery GoodVery Good25087.0
February 1990GoodExcellentExcellentExcellent25087.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.231227400
Deck
Reinforced Concrete Top Flangesq. ft.2,0402,0092470
Wearing Surfacessq. ft.2,0402,040000
Substructure
Reinforced Concrete Abutmentlinear ft.9795200
Joints
Other Jointlinear ft.120606000
Bearings
Elastomeric Bearingeach66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.184018400
Steel Protective Coatingsq. ft.1,1417002002410