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WOODMEN ROAD over COTTONWOOD CREEK

Map

Coordinates:
+38.93999, -104.74092
38°56'24" N, 104°44'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WOODMEN ROAD over COTTONWOOD CREEK
Structure number:CSG-K.87-16.00A
Location:W OF AUSTIN BLUFFS PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:138.5 ft. [42.2 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:120.4 ft. [36.7 m]
Deck width edge-to-edge:146.0 ft. [44.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:34,359 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:95.7
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairGoodVery GoodSatisfactory3435995.7
May 2014GoodGoodVery GoodGood3435995.7
May 2012GoodGoodVery GoodGood3175396.0
May 2010GoodGoodVery GoodGood3175397.0
March 2008GoodGoodVery GoodGood3175397.0
April 2006GoodGoodVery GoodGood2956397.2
May 2004GoodVery GoodVery GoodVery Good2956397.2
April 2002GoodVery GoodVery GoodVery Good2165799.0
May 2000GoodExcellentExcellentExcellent2165792.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,9002,900000
Deck
Reinforced Concrete Decksq. ft.21,14121,141000
Wearing Surfacessq. ft.21,14117,5473,59400
Substructure
Reinforced Concrete Abutmentlinear ft.335333200
Joints
Strip Seal Jointlinear ft.168000168
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.580580000
Steel Protective Coatingsq. ft.180180000