Share:

CHEYENNE CANYON RD over NORTH CHEYENNE CREEK

Map 

Coordinates:
+38.79128, -104.87897
38°47'29" N, 104°52'44" 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.60-05.65
Location:1.1 MI W EVANS ANENUE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:20°
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:Arch - Deck [11]
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:Basically intolerable requiring high priority of replacement [2]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:50.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$157,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201450.0Functionally obsoleteSatisfactoryFairGood1206
May 201250.6Functionally obsoleteSatisfactoryFairGood680
May 201050.6Functionally obsoleteSatisfactoryFairGood680
February 200854.1Not deficientSatisfactoryFairGood276
April 200671.2Not deficientSatisfactoryFairGood276
December 200468.2Not deficientSatisfactoryFairGood276