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N. CAREFREE CIR over SAND CREEK

Map

Coordinates:
+38.88615, -104.71090
38°53'10" N, 104°42'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N. CAREFREE CIR over SAND CREEK
Structure number:CSG-M.50-12.30
Location:0.5 MI E OF POWERS BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:88.9 ft. [27.1 m]
Deck width edge-to-edge:101.4 ft. [30.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,573 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:90.5
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2014Good7 out of 101957390.5
May 2010Good7 out of 101762291.0
April 2006Good7 out of 101461790.7
April 2002Good7 out of 10543293.8
May 2000Good7 out of 10543291.7
October 1999Good7 out of 10543291.7
October 1998Good7 out of 10543291.7
November 1996Good7 out of 10100479.4
July 1994Good7 out of 10100483.8
October 1992Good7 out of 10100483.8
July 1990Good7 out of 1024899.1