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PARKS HIGHWAY over DRY CREEK OVERFLOW

Map

Coordinates:
+63.87665, -149.02112
63°52'36" N, 149°01'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARKS HIGHWAY over DRY CREEK OVERFLOW
Structure number:0852
Location:MILE POINT 213.7
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:60.0 ft. [18.3 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1965
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:1,947 [as of 2017]
Truck traffic:26% of total traffic
Deck condition:Satisfactory [6 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: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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:74.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryGoodSatisfactory194774.0
July 2016FairSatisfactoryGoodSatisfactory187674.0
July 2014FairSatisfactoryGoodSatisfactory242573.0
July 2012FairSatisfactoryGoodSatisfactory235073.0
August 2010FairSatisfactoryGoodSatisfactory200074.0
July 2008FairSatisfactoryGoodSatisfactory193274.0
June 2006FairSatisfactoryGoodSatisfactory202073.0
July 2004FairFairSatisfactorySatisfactory169273.0
August 2002FairFairFairFair153762.0
August 2000FairFairFairFair153762.0
August 1998FairFairFairFair183562.0
September 1996GoodGoodVery GoodGood171774.0
May 1994GoodGoodGoodGood138575.9
September 1992GoodGoodGoodGood142575.6
August 1990GoodGoodGoodGood142571.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.90060030000
Steel Protective Coatingsq. ft.8,1507,95020000
Deck
Reinforced Concrete Decksq. ft.6,1105,910150500
Substructure
Reinforced Concrete Pier Walllinear ft.7070000
Reinforced Concrete Abutmentlinear ft.7070000
Steel Pileeach104420
Steel Protective Coatingsq. ft.7105101000100
Reinforced Concrete Pier Caplinear ft.7070000
Joints
Open Jointlinear ft.7070000
Bearings
Movable Bearingeach105500
Steel Protective Coatingsq. ft.1006010030
Fixed Bearingeach105500
Steel Protective Coatingsq. ft.1006010030
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.360355500
Steel Protective Coatingsq. ft.2,1502,150000