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SH 64 ML over HAMMOND DRAW

Map

Coordinates:
+40.16576, -108.61566
40°09'57" N, 108°36'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 64 ML over HAMMOND DRAW
Structure number:D-02-F
Location:12 MI E OF JCT SH 139
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:35.1 ft. [10.7 m]
Total length:74.5 ft. [22.7 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:M 18 / H 20 [4]
Number of main spans:2
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:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:55.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairSatisfactoryGood110055.2
April 2016FairFairSatisfactoryGood110055.2
April 2014FairFairSatisfactoryGood110052.2
May 2012FairFairSatisfactoryGood120051.8
May 2010FairFairSatisfactoryGood120051.8
May 2008FairFairSatisfactoryGood120051.8
June 2006FairFairSatisfactoryGood160051.8
May 2004FairFairSatisfactoryGood148951.8
April 2002FairFairSatisfactoryGood51873.8
May 2000FairFairSatisfactoryGood50466.4
May 1998FairFairSatisfactoryGood50466.4
March 1996FairFairSatisfactoryGood80055.8
June 1994FairFairSatisfactoryGood80058.0
June 1991FairFairGoodGood58063.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2880224640
Steel Protective Coatingsq. ft.288000288
Deck
Reinforced Concrete Decksq. ft.2,0861,81327300
Wearing Surfacessq. ft.2,0862,086000
Substructure
Steel Columneach40400
Steel Protective Coatingsq. ft.40004
Reinforced Concrete Abutmentlinear ft.5656000
Reinforced Concrete Pier Caplinear ft.2626000
Joints
Other Jointlinear ft.2828000
Bearings
Movable Bearingeach80800
Steel Protective Coatingsq. ft.80008
Fixed Bearingeach80800
Steel Protective Coatingsq. ft.80008
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.150150000
Steel Protective Coatingsq. ft.150150000