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SAINT ELMO AVE over CHEYENNE CREEK

Map 

Coordinates:
+38.80824, -104.82515
38°48'30" N, 104°49'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SAINT ELMO AVE over CHEYENNE CREEK
Structure number:CSG-G.42-06.97
Location:.2 MI E OF CASCADE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:2,186 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Good [7 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: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:41.4 tons [37.6 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:69.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201469.6Not deficientGoodFairGood2186
April 201256.3Functionally obsoleteGoodFairGood8761
April 201056.3Functionally obsoleteGoodFairGood8761
February 200869.5Not deficientVery GoodFairGood2644
May 200669.5Not deficientVery GoodFairGood2644
May 200474.4Structurally deficientPoorFairGood2644
April 200288.6Not deficientSatisfactoryGoodGood2461
June 200081.5Not deficientFairFairGood2461
200092.5Not deficientFairSatisfactoryGood2461
September 199892.5Not deficientFairSatisfactoryGood2461
October 199694.7Not deficientSatisfactoryGoodGood1086
July 199496.9Not deficientSatisfactoryGoodGood1086
October 199296.9Not deficientGoodGoodGood1086
August 199097.0Not deficientGoodGoodGood500