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ALSACE WAY over CHEYENNE CREEK

Map 

Coordinates:
+38.80281, -104.83440
38°48'10" N, 104°50'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ALSACE WAY over CHEYENNE CREEK
Structure number:CSG-F.80-06.50A
Location:0.1 MI S OF CHEYENNE RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:32.2 ft. [9.8 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [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: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,738 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.3 tons [61.2 metric tons]
Inventory rating:40.4 tons [36.7 metric tons]
Sufficiency rating:81.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201681.7FairSatisfactoryGoodGood-2738
April 201481.7FairSatisfactoryGoodGood-2738
April 201288.0FairSatisfactoryGoodGood-2445
April 201088.0GoodGoodGoodGood-2445
February 200881.6GoodGoodGoodGood-3061
May 200679.6GoodGoodGoodGood-3061
May 200479.6GoodGoodGoodGood-3061
April 200286.1GoodExcellentExcellentExcellent-2556
June 200086.0GoodGoodGoodVery Good-2556
September 199986.0GoodVery GoodVery GoodVery Good-2556
September 199886.0GoodVery GoodVery GoodVery Good-2556
November 199688.2GoodExcellentExcellentExcellent-850