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QUARTZ CREEK ROAD over CRESCENT CREEK

Map

Coordinates:
+60.49583, -149.68083
60°29'45" N, 149°40'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:QUARTZ CREEK ROAD over CRESCENT CREEK
Structure number:1021
Location:MILE POINT 2.6
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Wood or timber [7]
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:Posted for load [P]
Average daily traffic:265 [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:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:43.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$222,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodSatisfactoryGood26543.4
August 2015FairSatisfactorySatisfactorySatisfactory16045.8
August 2013FairSatisfactorySatisfactorySatisfactory16045.8
August 2012FairSatisfactorySatisfactorySatisfactory7044.0
August 2011FairSatisfactorySatisfactorySatisfactory7643.9
June 2009FairGoodSatisfactorySatisfactory7046.0
May 2007FairGoodSatisfactorySatisfactory22045.4
July 2005FairFairSatisfactorySatisfactory7743.7
September 2003FairFairSatisfactorySatisfactory7043.9
August 2001FairFairSatisfactorySatisfactory4044.5
August 1999FairFairFairFair4042.2
July 1997FairFairFairFair10040.5
August 1995GoodGoodGoodGood6045.4
September 1993GoodGoodGoodGood6045.4
June 1991FairSatisfactoryGoodSatisfactory20046.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.39028839630
Substructure
Timber Columneach1211100
Timber Abutmentlinear ft.50301640
Timber Pier Caplinear ft.50341600
Deck
Timber Decksq. ft.9202483363360
Wearing Surfacessq. ft.8101383363360
Bridge Rail
Timber Bridge Raillinear ft.110110000