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SH 64 ML over STRAWBERRY CREEK

Map

Coordinates:
+40.03499, -108.01658
40°02'06" N, 108°00'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 64 ML over STRAWBERRY CREEK
Structure number:D-04-G
Location:5.5 MI W OF MEEKER
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:23.0 ft. [7.0 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:1,400 [as of 2011]
Truck traffic:20% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:39.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,601,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorFairPoorFair140039.2
July 2016FairFairFairFair140060.9
July 2014FairFairFairFair140060.9
July 2012FairFairFairFair140060.9
July 2010FairFairFairFair140060.9
September 2008FairSatisfactoryFairFair140062.1
July 2006FairGoodSatisfactorySatisfactory80076.2
August 2004FairGoodSatisfactorySatisfactory72283.0
September 2002FairGoodSatisfactorySatisfactory46383.8
August 2000FairGoodSatisfactorySatisfactory136474.0
September 1998FairGoodSatisfactorySatisfactory136474.0
August 1996FairGoodSatisfactorySatisfactory49083.5
August 1994FairGoodSatisfactorySatisfactory55083.4
September 1992FairGoodSatisfactorySatisfactory55081.4
August 1990FairGoodSatisfactorySatisfactory58081.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.1,1525522880312
Substructure
Timber Columneach3223000
Timber Abutmentlinear ft.60243060
Timber Pier Caplinear ft.1701393100
Deck
Timber Decksq. ft.2,4442,444000
Wearing Surfacessq. ft.2,3501,0551001,1950
Bridge Rail
Timber Bridge Raillinear ft.1881543400