+44.63472, -111.32806
44°38'05" N, 111°19'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 87 over HOWARD CREEK
Structure number:000000000017827
Location:9.4 N. MACKS INN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:38.1 ft. [11.6 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2016]
Truck traffic:28% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactorySatisfactorySatisfactory100096.5
July 2014FairGoodGoodSatisfactory100096.5
July 2012FairGoodGoodSatisfactory110096.1
July 2011FairGoodGoodSatisfactory95096.6
July 2010FairGoodGoodSatisfactory95096.6
July 2009FairGoodGoodSatisfactory100096.5
July 2008GoodVery GoodVery GoodVery Good100096.5
July 2006GoodExcellentExcellentExcellent100096.5
January 2006GoodExcellentExcellentExcellent102096.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.236227900
Prestressed Concrete Top Flangesq. ft.1,7221,52819400
Wearing Surfacessq. ft.1,5991,599000
Concrete Protective Coatingsq. ft.1,7221,722000
Reinforced Concrete Abutmentlinear ft.1241121200
Steel Pileeach33000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.106106000
Steel Protective Coatingsq. ft.423423000