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CARLSON DRIVE over DRY CREEK

Map

Coordinates:
+38.94311, -104.85352
38°56'35" N, 104°51'13" 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]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2014GoodVery GoodGoodVery Good461100.0
March 2010GoodVery GoodGoodVery Good419100.0
April 2006GoodVery GoodGoodVery Good540100.0
April 2002GoodGoodVery GoodVery Good66499.0
May 2000GoodGoodVery GoodVery Good66499.9
September 1999GoodGoodVery GoodVery Good66499.9
September 1998GoodGoodVery GoodVery Good66499.9
October 1996GoodGoodVery GoodVery Good20799.0
June 1994GoodGoodVery GoodVery Good20799.0
September 1992GoodGoodVery GoodVery Good20799.0
June 1990GoodGoodVery GoodVery Good37699.0