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CHEYENNE CANYON RD over NORTH CHEYENNE CREEK

Map 

Coordinates:
+39.79194, -104.88439
39°47'31" N, 104°53'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHEYENNE CANYON RD over NORTH CHEYENNE CREEK
Structure number:CSG-D.10-05.70
Location:1.4 MI W EVANS AVENUE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.3 ft. [6.2 m]
Total length:25.6 ft. [7.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Posted for load [P]
Average daily traffic:1,206 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:19.9 tons [18.1 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:52.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201452.1Not deficientSatisfactoryFairGood1206
May 201251.9Not deficientSatisfactoryFairGood1359
May 201051.9Not deficientSatisfactoryFairGood1359
February 200861.1Not deficientSatisfactoryFairGood276
April 200661.1Not deficientSatisfactoryFairGood276
December 200459.1Not deficientSatisfactoryFairGood276