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I25 ML over DIRTY WOMAN CREEK R

Map

Coordinates:
+39.08959, -104.86430
39°05'23" N, 104°51'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I25 ML over DIRTY WOMAN CREEK R
Structure number:H-17-BB
Location:JUST SOUTH OF SH 105
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:131.2 ft. [40.0 m]
Total length:324.2 ft. [98.8 m]
Roadway width between curbs:70.9 ft. [21.6 m]
Deck width edge-to-edge:75.8 ft. [23.1 m]
Vertical clearance below bridge:98.4 ft. [30.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,727 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016GoodGoodVery GoodVery Good1272796.8
December 2014GoodGoodVery GoodVery Good1272796.8
January 2013GoodVery GoodVery GoodVery Good6570091.8
December 2010GoodVery GoodVery GoodVery Good6570091.8
January 2009GoodVery GoodVery GoodVery Good6570091.8
November 2006GoodVery GoodVery GoodVery Good6570091.8
January 2004GoodVery GoodVery GoodVery Good5597186.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,5932,5336000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.24,57624,576000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.175175000
Reinforced Concrete Pier Caplinear ft.175175000
Joints
Strip Seal Jointlinear ft.162162000
Pourable Jointlinear ft.1621362600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.648648000
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Bridge Raillinear ft.324324000