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CHEYENNE CANYON RD over NORTH CHEYENNE CREEK

Map 

Coordinates:
+38.79156, -104.88886
38°47'30" N, 104°53'20" 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-C.90-05.70
Location:1.6 MI W EVANS AVENUE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.6 ft. [8.4 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:46°
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:Concrete [1]
Main span design:Frame [07]
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:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:19.9 tons [18.1 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:62.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201462.9Not deficientSatisfactorySatisfactorySatisfactory1206
May 201269.9Not deficientSatisfactorySatisfactorySatisfactory624
May 201069.9Not deficientSatisfactorySatisfactorySatisfactory624
February 200875.7Not deficientSatisfactorySatisfactorySatisfactory239
April 200675.7Not deficientSatisfactorySatisfactorySatisfactory239
December 200465.7Not deficientSatisfactorySatisfactoryFair239