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STOLTZE DRIVE over PETERS CREEK

Map

Coordinates:
+61.42141, -149.49269
61°25'17" N, 149°29'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STOLTZE DRIVE over PETERS CREEK
Structure number:1031
Location:BIRCHWOOD AREA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:77.1 ft. [23.5 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:94.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodVery GoodVery GoodVery Good10094.1
June 2014GoodVery GoodVery GoodVery Good10094.1
June 2012GoodVery GoodVery GoodVery Good10094.1
September 2010GoodVery GoodVery GoodVery Good10094.1
June 2008GoodVery GoodVery GoodVery Good10094.1
June 2006GoodVery GoodVery GoodVery Good10094.1
July 2004GoodVery GoodVery GoodVery Good10094.1
June 2002GoodVery GoodVery GoodVery Good10094.1
August 2000GoodVery GoodVery GoodVery Good10094.1
July 1998GoodVery GoodVery GoodVery Good10094.1
June 1996GoodExcellentExcellentExcellent10094.1
August 1994GoodExcellentExcellentExcellent10094.3
September 1992GoodExcellentExcellentExcellent10094.3
October 1990PoorSatisfactoryPoorSatisfactory10026.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3102941600
Deck
Reinforced Concrete Top Flangesq. ft.2,1502,150000
Wearing Surfacessq. ft.1,9201,920000
Substructure
Reinforced Concrete Abutmentlinear ft.7066400
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.160158200
Steel Protective Coatingsq. ft.960960000