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NM-118 over WEST YARD DRAW

Map

Coordinates:
+35.50885, -108.81235
35°30'32" N, 108°48'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NM-118 over WEST YARD DRAW
Structure number:000000000007010
Location:1.1 MI E OF I-40/EXIT-16
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:52.2 ft. [15.9 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:90.9 ft. [27.7 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:1969
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,904 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:87.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryFairSatisfactory890487.0
April 2016FairGoodFairSatisfactory877187.1
April 2014FairGoodSatisfactorySatisfactory877198.2
April 2012FairGoodSatisfactorySatisfactory895198.2
April 2010FairGoodSatisfactorySatisfactory944498.1
April 2008FairSatisfactorySatisfactorySatisfactory938498.1
April 2006FairSatisfactorySatisfactorySatisfactory1057596.0
April 2004FairSatisfactorySatisfactorySatisfactory1034496.0
April 2002FairSatisfactorySatisfactorySatisfactory1055589.0
April 2000FairSatisfactorySatisfactorySatisfactory1036789.1
April 1998FairSatisfactorySatisfactorySatisfactory676091.9
April 1996FairSatisfactorySatisfactorySatisfactory652492.0
April 1994FairSatisfactorySatisfactorySatisfactory758490.2
May 1992FairSatisfactoryGoodSatisfactory846789.5
May 1990GoodGoodGoodGood415892.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8533742991800
Steel Protective Coatingsq. ft.6,86406,86400
Prestressed Concrete Girder/Beamlinear ft.99494816300
Deck
Reinforced Concrete Decksq. ft.12,917012,867500
Wearing Surfacessq. ft.12,91712,27264500
Substructure
Steel Columneach3003000
Steel Protective Coatingsq. ft.1,20001,20000
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.187018700
Reinforced Concrete Pier Caplinear ft.1870391480
Joints
Open Jointlinear ft.381038100
Bearings
Movable Bearingeach26013130
Steel Protective Coatingsq. ft.4504500
Fixed Bearingeach26013130
Steel Protective Coatingsq. ft.4504500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.285285000
Steel Protective Coatingsq. ft.1,6891,689000