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PARKS HIGHWAY over ANTLER CREEK

Map

Coordinates:
+63.81554, -148.97611
63°48'56" N, 148°58'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARKS HIGHWAY over ANTLER CREEK
Structure number:1141
Location:MILE POINT 209.1
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:71.9 ft. [21.9 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1969
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,913 [as of 2017]
Truck traffic:18% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:71.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairFairGoodSatisfactory191371.8
July 2016FairFairGoodSatisfactory180071.8
July 2014FairFairGoodSatisfactory212070.8
July 2012FairFairGoodSatisfactory238070.8
August 2010FairFairGoodSatisfactory271367.0
July 2008FairSatisfactoryGoodSatisfactory309468.0
June 2006FairSatisfactorySatisfactorySatisfactory274868.0
July 2004FairSatisfactorySatisfactorySatisfactory217971.8
August 2002FairFairFairFair227459.8
August 2000FairFairFairFair227459.8
August 1998FairFairFairFair249659.8
September 1996GoodGoodVery GoodGood237569.8
May 1994GoodGoodGoodGood163271.1
September 1992GoodGoodGoodGood107976.3
August 1990GoodGoodGoodGood107976.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,10099011000
Steel Protective Coatingsq. ft.11,7709,4171,7655880
Deck
Reinforced Concrete Decksq. ft.7,2505,2502,00000
Substructure
Reinforced Concrete Pier Walllinear ft.4040000
Reinforced Concrete Abutmentlinear ft.8074600
Reinforced Concrete Pier Caplinear ft.8080000
Joints
Pourable Jointlinear ft.8080000
Bearings
Movable Bearingeach1001000
Steel Protective Coatingsq. ft.100800020
Fixed Bearingeach2020000
Steel Protective Coatingsq. ft.200200000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.44040422140
Steel Protective Coatingsq. ft.2,6302,630000