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BELLEVIEW AVE over GOLDSMITH GULCH

Map 

Coordinates:
+39.62428, -104.88917
39°37'27" N, 104°53'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:64.7 tons [58.8 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201678.3FairSatisfactorySatisfactoryGoodFO14149
December 201478.3FairSatisfactorySatisfactoryGoodFO14149
December 201297.7FairGoodSatisfactoryGood-14149
December 201097.1GoodGoodGoodGood-20620
September 200897.1GoodGoodGoodVery Good-20620
January 200796.7GoodGoodGoodVery Good-24159
August 200496.7GoodGoodGoodVery Good-24159
October 200277.1GoodGoodGoodVery GoodFO24159
July 200093.0GoodGoodGoodVery Good-31905
December 199993.0GoodGoodGoodVery Good-31905
December 199893.0GoodGoodGoodVery Good-31905
May 199676.1GoodGoodGoodGoodFO15702
November 199478.5GoodGoodGoodGood-15702