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CORPORATE DRIVE over COTTONWOOD CREEK

Map

Coordinates:
+38.92721, -104.81409
38°55'38" N, 104°48'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CORPORATE DRIVE over COTTONWOOD CREEK
Structure number:CSG-G.94-15.11
Location:0.8 MI S OF WOODMEN ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:124.3 ft. [37.9 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,205 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:91.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016GoodGoodGoodGood320591.7
March 2014GoodGoodGoodGood320591.7
March 2012GoodGoodGoodGood689897.4
March 2010GoodGoodGoodGood689897.4
February 2008GoodGoodGoodGood349497.7
April 2006GoodGoodGoodGood349497.7
May 2004GoodGoodVery GoodGood349497.7
April 2002GoodVery GoodVery GoodVery Good235899.9
June 2000GoodGoodVery GoodVery Good235878.0
September 1999GoodGoodVery GoodVery Good235878.0
September 1998GoodGoodVery GoodVery Good235878.0
October 1996GoodVery GoodVery GoodVery Good15593.6
June 1994GoodVery GoodVery GoodVery Good15593.8
September 1992GoodVery GoodVery GoodVery Good15593.8
June 1990GoodVery GoodVery GoodVery Good4094.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.923919400
Deck
Reinforced Concrete Decksq. ft.6,5956,595000
Substructure
Reinforced Concrete Abutmentlinear ft.110106400
Joints
Strip Seal Jointlinear ft.5505500
Bearings
Elastomeric Bearingeach1414000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.264264000
Steel Protective Coatingsq. ft.264264000