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BELLEVIEW AVE over GOLDSMITH GULCH

Map

Coordinates:
+39.62410, -104.88905
39°37'27" N, 104°53'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BELLEVIEW AVE over GOLDSMITH GULCH
Structure number:D-11-GG-200
Location:JUST E OF DTC BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:59.7 ft. [18.2 m]
Total length:63.7 ft. [19.4 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:128.3 ft. [39.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,149 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:78.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$679,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactorySatisfactoryGood1414978.3
December 2014FairSatisfactorySatisfactoryGood1414978.3
December 2012FairGoodSatisfactoryGood1414997.7
December 2010GoodGoodGoodGood2062097.1
September 2008GoodGoodGoodVery Good2062097.1
January 2007GoodGoodGoodVery Good2415996.7
August 2004GoodGoodGoodVery Good2415996.7
October 2002GoodGoodGoodVery Good2415977.1
July 2000GoodGoodGoodVery Good3190593.0
December 1999GoodGoodGoodVery Good3190593.0
December 1998GoodGoodGoodVery Good3190593.0
May 1996GoodGoodGoodGood1570276.1
November 1994GoodGoodGoodGood1570278.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.273273000
Concrete Protective Coatingsq. ft.273273000
Joints
Other Jointlinear ft.6406400
Bridge Rail
Other Material Bridge Raillinear ft.127127000
Deck
Reinforced Concrete Slabsq. ft.8,1737,87330000
Wearing Surfacessq. ft.8,1738,173000
Concrete Protective Coatingsq. ft.8,1738,173000