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WYCLIFFE DRIVE over FISHERS CANYON CREEK

Map

Coordinates:
+38.77449, -104.81667
38°46'28" N, 104°49'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WYCLIFFE DRIVE over FISHERS CANYON CREEK
Structure number:CSG-G.80-04.65
Location:0.1 MI S OF STAR RANCH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.2 ft. [3.4 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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:1,619 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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 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: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:99.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2014Good7 out of 10161999.9
May 2010Good7 out of 10237199.8
April 2006Good7 out of 10205796.8
April 2002Fair6 out of 10199696.9
June 2000Good7 out of 10199696.4
October 1999Good7 out of 10199696.4
October 1998Good7 out of 10199696.4
October 1996Fair6 out of 10207796.4
May 1994Fair6 out of 10207796.4
October 1992Fair6 out of 10207796.4
August 1990Fair6 out of 10251596.2