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CARLSON DRIVE over DRY CREEK

Map 

Coordinates:
+38.94311, -104.85345
38°56'35" N, 104°51'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:CARLSON DRIVE over DRY CREEK
Structure number:CSG-E.78-16.13
Location:JUST S OF WOODMEN ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.2 ft. [15.0 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
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:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:540 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:91.5 tons [83.2 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:100.0

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:664 [as of 1998]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:90.1 tons [81.9 metric tons]
Inventory rating:52.5 tons [47.7 metric tons]
Sufficiency rating:99.9

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:376 [as of 1986]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Scour calculation/evaluation has not been made. [6]
Operating rating:78.2 tons [71.1 metric tons]
Inventory rating:51.5 tons [46.8 metric tons]
Sufficiency rating:99.0