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CARLSON DRIVE over DRY CREEK

Map

Coordinates:
+38.94311, -104.85345
38°56'35" N, 104°51'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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]

Latest Available Inspection: March 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:461 [as of 2013]
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]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:91.5 tons [83.2 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 2014100.0GoodVery GoodGoodVery Good-461
March 2010100.0GoodVery GoodGoodVery Good-419
April 2006100.0GoodVery GoodGoodVery Good-540
April 200299.0GoodGoodVery GoodVery Good-664
May 200099.9GoodGoodVery GoodVery Good-664
September 199999.9GoodGoodVery GoodVery Good-664
September 199899.9GoodGoodVery GoodVery Good-664
October 199699.0GoodGoodVery GoodVery Good-207
June 199499.0GoodGoodVery GoodVery Good-207
September 199299.0GoodGoodVery GoodVery Good-207
June 199099.0GoodGoodVery GoodVery Good-376