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CHINIAK HIGHWAY over SALONIE CREEK NO. 1

Map

Coordinates:
+57.69631, -152.56066
57°41'47" N, 152°33'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHINIAK HIGHWAY over SALONIE CREEK NO. 1
Structure number:0992
Location:MILE POINT 1.7
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1980
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 [5]
Main spans design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:678 [as of 2017]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:83.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory67883.3
September 2016FairSatisfactorySatisfactorySatisfactory69886.3
September 2014FairGoodSatisfactoryGood181073.0
September 2012GoodGoodGoodGood183073.0
September 2010GoodGoodGoodGood177673.0
September 2008GoodGoodVery GoodGood128075.0
September 2006GoodGoodVery GoodGood94078.4
August 2004GoodGoodVery GoodGood98072.4
September 2002GoodGoodVery GoodVery Good68081.1
July 2000GoodGoodVery GoodVery Good68081.1
August 1998GoodGoodVery GoodVery Good67081.2
June 1996GoodGoodVery GoodVery Good35485.4
June 1994GoodGoodVery GoodVery Good137071.1
August 1992GoodGoodVery GoodVery Good181067.9
May 1990GoodGoodVery GoodVery Good181067.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,140912171570
Deck
Reinforced Concrete Top Flangesq. ft.3,5203,49020100
Wearing Surfacessq. ft.3,5203,520000
Substructure
Reinforced Concrete Abutmentlinear ft.6054600
Steel Pileeach105320
Steel Protective Coatingsq. ft.550550000
Reinforced Concrete Pier Caplinear ft.6060000
Bearings
Elastomeric Bearingeach60451500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2301517540
Steel Protective Coatingsq. ft.1,0741,074000