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CHARLOTTE PKWY over WEST SAND CREEK TRIB.

Map

Coordinates:
+38.90293, -104.70862
38°54'11" N, 104°42'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHARLOTTE PKWY over WEST SAND CREEK TRIB.
Structure number:CSG-M.53-13.60
Location:0.35 MI N OF BARNES ROAD
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:32.2 ft. [9.8 m]
Deck width edge-to-edge:217.9 ft. [66.4 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,733 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2014Fair6 out of 10573384.0
April 2010Fair6 out of 10544084.1
April 2006Good7 out of 10532684.1
April 2002Good7 out of 10361781.4
May 2000Good7 out of 10361784.0
October 1999Good7 out of 10361784.0
October 1998Good7 out of 10361784.0
November 1996Good7 out of 1043594.7
July 1994Good7 out of 1043596.9
October 1992Good7 out of 1043596.9
July 1990Good7 out of 1088396.8