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CIMARRON STREET over FOUNTAIN CREEK

Map

Coordinates:
+38.82746, -104.83443
38°49'39" N, 104°50'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CIMARRON STREET over FOUNTAIN CREEK
Structure number:CSG-F.85-08.23
Location:0.1 MI E OF I-25
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:69.6 ft. [21.2 m]
Total length:288.1 ft. [87.8 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1959
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,933 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:84.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$14,124,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactoryFair1893384.0
March 2015FairSatisfactorySatisfactoryFair1893384.0
April 2012FairSatisfactorySatisfactoryFair1832684.0
April 2010FairSatisfactoryGoodSatisfactory1832695.3
March 2008FairSatisfactoryGoodFair1899484.0
May 2006FairSatisfactoryGoodFair1899484.0
May 2004FairGoodGoodFair1899484.0
May 2002FairSatisfactoryGoodFair2350484.7
June 2000FairGoodVery GoodFair2350478.6
September 1999FairGoodGoodFair2350478.6
September 1998FairGoodGoodFair2350478.6
November 1996FairSatisfactoryGoodFair2330073.2
August 1994FairSatisfactoryGoodFair2330073.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,0323,97248120
Deck
Prestressed Concrete Decksq. ft.25,34424,3441,00000
Wearing Surfacessq. ft.25,34424,84450000
Substructure
Reinforced Concrete Columneach1841310
Reinforced Concrete Abutmentlinear ft.1821641260
Reinforced Concrete Pier Caplinear ft.2732580015
Joints
Pourable Jointlinear ft.2732195400
Bearings
Movable Bearingeach5648800
Steel Protective Coatingsq. ft.5648008
Fixed Bearingeach5647801
Steel Protective Coatingsq. ft.5648008
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.576576000
Steel Protective Coatingsq. ft.576576000