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REZANOF DRIVE over SARGENT CREEK

Map

Coordinates:
+57.70916, -152.56846
57°42'33" N, 152°34'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:REZANOF DRIVE over SARGENT CREEK
Structure number:0989
Location:MILE POINT 13.6
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:37.1 ft. [11.3 m]
Total length:76.4 ft. [23.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.5 ft. [9.0 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:2
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,870 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:41.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018PoorSatisfactoryPoorSatisfactory287041.0
September 2016FairSatisfactorySatisfactorySatisfactory234765.5
September 2014FairSatisfactorySatisfactorySatisfactory237065.5
September 2012FairVery GoodSatisfactorySatisfactory229065.5
September 2010FairVery GoodSatisfactoryFair221954.5
September 2008GoodVery GoodVery GoodGood181066.5
September 2006FairGoodSatisfactorySatisfactory186066.5
August 2004FairGoodSatisfactorySatisfactory194066.5
September 2002FairFairGoodFair208153.5
July 2000FairFairGoodFair208153.5
August 1998FairFairGoodFair188754.5
June 1996GoodGoodGoodVery Good192866.5
June 1994GoodGoodGoodVery Good137069.4
August 1992FairSatisfactoryGoodVery Good181066.5
May 1990FairSatisfactoryGoodVery Good181066.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.30021060300
Deck
Reinforced Concrete Top Flangesq. ft.2,2602,060150500
Wearing Surfacessq. ft.2,1401,99015000
Substructure
Reinforced Concrete Abutmentlinear ft.704020100
Steel Pileeach41210
Steel Protective Coatingsq. ft.110110000
Reinforced Concrete Pier Caplinear ft.3025050
Bearings
Elastomeric Bearingeach3232000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.15012315120
Steel Protective Coatingsq. ft.920920000