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WESTMEADOW DRIVE over FISHERS CANYON CREEK

Map

Coordinates:
+38.77533, -104.81093
38°46'31" N, 104°48'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTMEADOW DRIVE over FISHERS CANYON CREEK
Structure number:CSG-H.10-04.75
Location:S OF CHEYENNE MEADOWS ROA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.0 ft. [6.1 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:80.4 ft. [24.5 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,125 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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: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]
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:97.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2014Fair6 out of 10712597.3
May 2010Fair6 out of 101177896.9
April 2006Fair6 out of 10509896.5
April 2002Good7 out of 10500896.3
June 2000Fair6 out of 10500896.3
October 1999Good7 out of 10500896.3
October 1998Good7 out of 10500896.3
October 1996Good7 out of 10313877.0
May 1994Good7 out of 10313877.0
October 1992Good7 out of 10313877.0
August 1990Good7 out of 102091.9