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WYCLIFFE DRIVE over FISHERS CANYON CREEK

Map 

Coordinates:
+38.77447, -104.81667
38°46'28" N, 104°49'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201499.9Not deficient---1619
May 201099.8Not deficient---2371
April 200696.8Not deficient---2057
April 200296.9Not deficient---1996
June 200096.4Not deficient---1996
October 199996.4Not deficient---1996
October 199896.4Not deficient---1996
October 199696.4Not deficient---2077
May 199496.4Not deficient---2077
October 199296.4Not deficient---2077
August 199096.2Not deficient---2515