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I 25 ML SBND over SULL CREEK

Map

Coordinates:
+37.65043, -104.78604
37°39'02" N, 104°47'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 25 ML SBND over SULL CREEK
Structure number:N-17-BH
Location:1.7 MI N OF SH10-WLSNBRG.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:68.9 ft. [21.0 m]
Total length:184.7 ft. [56.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1963
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: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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,150 [as of 2011]
Truck traffic:22% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:62.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,117,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairFairSatisfactory415062.8
November 2014FairFairSatisfactorySatisfactory415073.9
November 2012FairFairSatisfactorySatisfactory410073.9
December 2010FairFairSatisfactorySatisfactory410073.9
October 2008FairFairSatisfactorySatisfactory410073.9
December 2006FairFairSatisfactorySatisfactory415073.9
December 2004FairFairSatisfactorySatisfactory354273.9
October 2002FairSatisfactorySatisfactorySatisfactory378774.9
November 2000FairSatisfactorySatisfactorySatisfactory313173.5
November 1998FairFairSatisfactorySatisfactory313172.5
November 1996FairFairSatisfactorySatisfactory280072.6
November 1994FairFairSatisfactorySatisfactory280072.6
December 1992FairFairSatisfactorySatisfactory275066.9
November 1990FairFairSatisfactoryFair237561.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.905667351040
Steel Protective Coatingsq. ft.9056600839
Deck
Reinforced Concrete Decksq. ft.6,2795,2173157470
Wearing Surfacessq. ft.6,2796,279000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.684010180
Reinforced Concrete Pier Caplinear ft.624210100
Joints
Pourable Jointlinear ft.3030000
Other Jointlinear ft.3434000
Bearings
Movable Bearingeach1501050
Steel Protective Coatingsq. ft.1500015
Fixed Bearingeach50500
Steel Protective Coatingsq. ft.50005
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.370370000
Steel Protective Coatingsq. ft.370370000