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WEST CHEYENNE RD over CHEYENNE CREEK

Map 

Coordinates:
+38.80660, -104.82712
38°48'24" N, 104°49'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST CHEYENNE RD over CHEYENNE CREEK
Structure number:CSG-G.31-06.96
Location:JUST W OF CASCADE AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:22.6 ft. [6.9 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:19°
Owner:City or Municipal Highway Agency [04]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,482 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:83.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201683.4FairSatisfactoryFairFair-14482
April 201483.4FairSatisfactoryFairFair-14482
April 201283.6FairSatisfactorySatisfactoryFair-12850
April 201094.8FairGoodSatisfactorySatisfactory-12850
February 200896.3FairGoodSatisfactorySatisfactory-7220
May 200695.3FairGoodSatisfactorySatisfactory-7220
May 200484.2FairSatisfactorySatisfactoryFair-7220
April 200295.6GoodVery GoodGoodGood-8993
June 200095.1GoodVery GoodVery GoodGood-8993
September 199995.1GoodVery GoodGoodGood-8993
September 199895.1GoodVery GoodGoodGood-8993
November 199694.8GoodVery GoodGoodGood-13172
July 199495.0GoodVery GoodGoodGood-13172
October 199295.0GoodVery GoodGoodGood-13172
August 199095.7GoodVery GoodVery GoodGood-4159