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STOUT ST over CHERRY CREEK

Map

Coordinates:
+39.74119, -104.99928
39°44'28" N, 104°59'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STOUT ST over CHERRY CREEK
Structure number:D-01-CC-110A
Location:STOUT AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.0 ft. [24.7 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,095 [as of 2016]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
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:79.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodGood709579.2
October 2016GoodGoodGoodGood709579.2
October 2014GoodGoodGoodGood844479.0
October 2012GoodGoodGoodGood844479.0
October 2010GoodGoodGoodVery Good1101878.7
October 2008GoodGoodGoodVery Good1101878.7
October 2006GoodGoodGoodVery Good1240578.6
August 2004GoodGoodGoodVery Good1240578.6
October 2002GoodGoodGoodVery Good1240578.6
August 2000GoodVery GoodGoodVery Good1188478.6
December 1999GoodVery GoodGoodVery Good1188478.6
December 1998GoodVery GoodGoodVery Good1188478.6
July 1996GoodGoodGoodGood898578.9
November 1994FairGoodSatisfactoryGood898579.2
December 1992FairGoodSatisfactoryGood898579.2
September 1990GoodGoodGoodVery Good683279.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.6085387000
Concrete Protective Coatingsq. ft.608608000
Deck
Reinforced Concrete Top Flangesq. ft.6,0785,47060800
Wearing Surfacessq. ft.6,0785,7782001000
Substructure
Reinforced Concrete Abutmentlinear ft.140140000
Bridge Rail
Other Material Bridge Raillinear ft.174017400
Steel Protective Coatingsq. ft.174174000