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SH 96 ML over HORSE CREEK

Map

Coordinates:
+38.23937, -103.63534
38°14'22" N, 103°38'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 96 ML over HORSE CREEK
Structure number:L-22-B
Location:1.6 MI EAST OF SUGAR CITY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:579.1 ft. [176.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:State Highway Agency [01]
Year built:1936
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:19
Main spans material:Steel continuous [4]
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:400 [as of 2008]
Truck traffic:29% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 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: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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:73.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,020,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairVery GoodVery GoodFair40073.3
May 2016FairVery GoodVery GoodFair40088.2
May 2014FairVery GoodVery GoodFair40088.2
May 2012FairVery GoodVery GoodFair40088.2
May 2010PoorVery GoodVery GoodPoor40072.0
April 2008PoorVery GoodVery GoodPoor40072.0
April 2006PoorVery GoodVery GoodPoor51071.7
May 2004FairVery GoodVery GoodFair64148.9
May 2002FairVery GoodVery GoodSatisfactory35260.4
May 2000FairVery GoodVery GoodSatisfactory33660.2
June 1998GoodVery GoodVery GoodGood33660.2
March 1996GoodVery GoodVery GoodGood31060.3
April 1994GoodVery GoodVery GoodGood30066.5
April 1991GoodVery GoodVery GoodGood25082.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,4683,4264200
Steel Protective Coatingsq. ft.19,94119,8429900
Deck
Reinforced Concrete Decksq. ft.21,13321,1132000
Wearing Surfacessq. ft.21,13320,63350000
Substructure
Steel Columneach1443311100
Steel Protective Coatingsq. ft.5,7601,3244,43600
Reinforced Concrete Abutmentlinear ft.7300730
Reinforced Concrete Pier Caplinear ft.660660000
Joints
Strip Seal Jointlinear ft.6868000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1581,158000
Steel Protective Coatingsq. ft.3,0333,033000