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BELLEVIEW AVE over GOLDSMITH GULCH

Denver County, Colorado

Map 

Coordinates:
+39.62428, -104.88917
39°37'27" N, 104°53'21" W
Source: National Bridge Inventory (2000, 2010 editions)
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:123.0 ft. [37.5 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]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:20,620 [as of 2008]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
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]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:64.7 tons [58.8 metric tons]
Sufficiency rating:97.1

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:31,905 [as of 1998]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
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]
Inventory rating:63.4 tons [57.6 metric tons]
Sufficiency rating:93.0

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