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NABESNA ROAD over JACK CREEK

Map

Coordinates:
+62.46310, -143.10270
62°27'47" N, 143°06'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NABESNA ROAD over JACK CREEK
Structure number:0861
Location:MILE POINT 35.2
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:27.9 ft. [8.5 m]
Total length:120.7 ft. [36.8 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2015
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:71 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:63.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$670,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodSatisfactoryFair7163.0
October 2015FairExcellentGoodFair7462.0
July 2013FairFairFairFair4445.3
July 2011PoorFairPoorPoor3518.0
August 2009PoorFairFairPoor3018.6
July 2007FairFairFairFair1435.8
July 2005FairFairFairFair2235.5
July 2003FairFairFairFair2535.4
August 2001FairFairFairFair2535.4
July 1999PoorFairFairSerious2519.2
July 1997PoorFairFairSerious2519.2
July 1995PoorSatisfactoryFairSerious2521.0
July 1993PoorGoodFairSerious2521.0
June 1989PoorGoodFairPoor2523.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.484048400
Substructure
Timber Abutmentlinear ft.40200200
Timber Pileeach96120
Steel Pier Caplinear ft.5024800
Deck
Timber Decksq. ft.1,9401,933700
Bearings
Elastomeric Bearingeach2017030
Bridge Rail
Timber Bridge Raillinear ft.2402208210