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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 2014 

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]
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:67.3 tons [61.2 metric tons]
Inventory rating:40.4 tons [36.7 metric tons]
Sufficiency rating:81.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201481.7Not deficientSatisfactoryGoodGood2738
April 201288.0Not deficientSatisfactoryGoodGood2445
April 201088.0Not deficientGoodGoodGood2445
February 200881.6Not deficientGoodGoodGood3061
May 200679.6Not deficientGoodGoodGood3061
May 200479.6Not deficientGoodGoodGood3061
April 200286.1Not deficientExcellentExcellentExcellent2556
June 200086.0Not deficientGoodGoodVery Good2556
200086.0Not deficientVery GoodVery GoodVery Good2556
September 199886.0Not deficientVery GoodVery GoodVery Good2556
November 199688.2Not deficientExcellentExcellentExcellent850