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EVANS AVENUE over NORTH CHEYENNE CREEK

Map 

Coordinates:
+38.79065, -104.86411
38°47'26" N, 104°51'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EVANS AVENUE over NORTH CHEYENNE CREEK
Structure number:CSG-E.22-05.64
Location:JUST S OF CHEYENNE BLVD.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.4 ft. [4.7 m]
Total length:32.8 ft. [10.0 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:830 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:18.0 tons [16.4 metric tons]
Inventory rating:10.8 tons [9.8 metric tons]
Sufficiency rating:19.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,183,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201619.9PoorSatisfactoryPoorFairSD830
May 201421.1PoorSatisfactoryPoorFairSD830
May 201221.2PoorSatisfactoryPoorSatisfactorySD710
May 201021.2PoorSatisfactoryPoorSatisfactorySD710
February 200821.4PoorSatisfactoryPoorSatisfactorySD574
April 200621.4PoorSatisfactoryPoorSatisfactorySD574
May 200431.8FairSatisfactoryFairSatisfactoryFO574
April 200230.2FairGoodFairSatisfactoryFO691
June 200065.5FairGoodFairGoodFO691
September 199965.5FairGoodFairGoodFO691
September 199865.5FairGoodFairGoodFO691
October 199665.5FairGoodFairSatisfactoryFO567
July 199466.9FairGoodFairSatisfactoryFO567
October 199266.9FairGoodFairSatisfactoryFO567
August 199067.0FairGoodFairSatisfactoryFO263