US 16 over Oil Creek


+43.88009, -104.30151
43°52'48" N, 104°18'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 16 over Oil Creek
Structure number:CHS
Location:Upton - Newcastle
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:27.9 ft. [8.5 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,697 [as of 2017]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:54.2
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$84,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairGoodGoodSatisfactory169754.2
February 2017PoorPoorPoorFair325438.8
February 2015PoorPoorPoorFair310038.5
February 2013PoorPoorSatisfactoryFair255159.9
January 2011PoorSeriousFairFair160562.1
January 2009PoorSeriousFairSatisfactory172061.6
February 2007PoorCriticalFairSatisfactory214058.8
February 2005PoorCriticalFairSatisfactory173061.6
February 2003PoorCriticalFairSatisfactory169061.7
February 2001PoorSeriousFairSatisfactory180061.3
March 1999FairFairFairSatisfactory175064.0
February 1997PoorPoorFairSatisfactory183061.4
March 1995PoorPoorFairFair181061.5
March 1993FairSatisfactoryVery GoodGood175087.1
January 1992FairSatisfactoryVery GoodGood163087.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.9898000
Steel Pileeach2102100
Steel Protective Coatingsq. ft.1,00850400504
Reinforced Concrete Pier Caplinear ft.105852000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.210209010
Steel Protective Coatingsq. ft.672672000
Reinforced Concrete Slabsq. ft.3,6863,686000
Wearing Surfacessq. ft.3,3603,360000