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LINCOLN ST over CHERRY CREEK

Map

Coordinates:
+39.72592, -104.98610
39°43'33" N, 104°59'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LINCOLN ST over CHERRY CREEK
Structure number:D-01-CC-190
Location:LINCOLN AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:62.0 ft. [18.9 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:26,586 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
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:59.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,170,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactoryFairFair2658659.2
October 2014FairSatisfactoryFairFair2584259.4
October 2012FairSatisfactoryFairFair2584259.4
October 2010FairSatisfactorySatisfactoryGood2880670.7
October 2008FairSatisfactorySatisfactoryGood2802570.8
October 2006FairSatisfactorySatisfactoryGood2802570.8
July 2004FairSatisfactorySatisfactoryGood2802570.8
November 2002FairSatisfactorySatisfactoryGood2802570.6
September 2000FairGoodSatisfactoryGood2676670.5
December 1999GoodGoodGoodGood2676670.5
December 1998GoodGoodGoodGood2676670.5
July 1996FairGoodFairSatisfactory2177359.5
November 1994FairGoodFairSatisfactory2177349.0
December 1992FairGoodFairSatisfactory2177349.0
October 1990FairGoodFairSatisfactory1710149.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,16101,16100
Deck
Reinforced Concrete Decksq. ft.9,6129,09252000
Wearing Surfacessq. ft.9,6128,1721,44000
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Abutmentlinear ft.200200000
Reinforced Concrete Pier Caplinear ft.100505000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2582480100
Steel Protective Coatingsq. ft.2,5802,580000