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SH 64 ML over SPRING CREEK

Map

Coordinates:
+40.15705, -108.68331
40°09'25" N, 108°40'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 64 ML over SPRING CREEK
Structure number:D-02-A
Location:9 MI E OF RANGELY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:38.4 ft. [11.7 m]
Total length:105.6 ft. [32.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2011]
Truck traffic:17% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:38.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairSatisfactory110038.4
April 2016FairFairFairSatisfactory110038.4
April 2014FairFairFairSatisfactory110038.4
May 2012FairFairFairSatisfactory120038.4
May 2010FairFairFairSatisfactory120038.4
May 2008FairFairFairSatisfactory120038.4
June 2006FairFairSatisfactoryGood160048.4
May 2004FairFairSatisfactoryGood148953.0
April 2002FairFairSatisfactoryGood51876.3
May 2000FairFairSatisfactoryGood50469.0
May 1998FairFairSatisfactoryGood50469.0
March 1996FairFairSatisfactoryGood80058.6
June 1994FairFairSatisfactoryGood80064.9
June 1991FairFairSatisfactorySatisfactory58070.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5150418970
Steel Protective Coatingsq. ft.515000515
Deck
Reinforced Concrete Decksq. ft.2,9572,85710000
Wearing Surfacessq. ft.2,9572,957000
Substructure
Steel Columneach100910
Steel Protective Coatingsq. ft.1000010
Reinforced Concrete Abutmentlinear ft.5656000
Reinforced Concrete Pier Caplinear ft.5548520
Joints
Open Jointlinear ft.5656000
Bearings
Movable Bearingeach150870
Steel Protective Coatingsq. ft.1500015
Fixed Bearingeach159600
Steel Protective Coatingsq. ft.1515000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.212212000
Steel Protective Coatingsq. ft.212212000