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SH 96 ML over ADOBE CREEK

Kiowa County, Colorado

Map

Coordinates:
+38.35050, -103.33692
38°21'02" N, 103°20'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 96 ML over ADOBE CREEK
Structure number:K-23-A
Location:2.3 MI NE OF ARLINGTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:50.9 ft. [15.5 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1957
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:Concrete [1]
Main spans design:Tee beam [04]
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:340 [as of 2008]
Truck traffic:33% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:88.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryFairSatisfactory34088.8
May 2016FairSatisfactoryFairSatisfactory34077.6
May 2014FairSatisfactoryFairSatisfactory34076.6
May 2012FairSatisfactoryFairSatisfactory34076.6
May 2010FairSatisfactorySatisfactorySatisfactory34087.6
April 2008FairSatisfactorySatisfactorySatisfactory34087.6
April 2006FairSatisfactorySatisfactorySatisfactory40087.6
April 2004FairSatisfactorySatisfactorySatisfactory64186.4
May 2002FairSatisfactorySatisfactorySatisfactory28187.6
May 2000FairSatisfactorySatisfactorySatisfactory27387.3
June 1998FairSatisfactorySatisfactoryFair27376.3
March 1996FairSatisfactorySatisfactorySatisfactory24087.3
May 1994FairSatisfactorySatisfactorySatisfactory26091.4
April 1991FairSatisfactorySatisfactorySatisfactory25091.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6065614140
Deck
Reinforced Concrete Decksq. ft.5,0824,97211000
Wearing Surfacessq. ft.5,0825,082000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.21710910800
Reinforced Concrete Pier Caplinear ft.56381800
Joints
Pourable Jointlinear ft.120120000
Bearings
Movable Bearingeach1601600
Steel Protective Coatingsq. ft.9696000
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.308308000
Steel Protective Coatingsq. ft.807807000