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26TH AVENUE over WESTERLY CREEK

Map 

Coordinates:
+39.75478, -104.87939
39°45'17" N, 104°52'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:26TH AVENUE over WESTERLY CREEK
Structure number:D-21-WYC-070
Location:JUST EAST OF BEELER ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:125.0 ft. [38.1 m]
Total length:132.6 ft. [40.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:2,017 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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:60.7 tons [55.2 metric tons]
Inventory rating:36.4 tons [33.1 metric tons]
Sufficiency rating:92.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201492.8Not deficientGoodVery GoodGood2017
November 201291.8Not deficientGoodVery GoodGood2017
November 201092.8Not deficientGoodVery GoodGood1748
January 200992.8Not deficientGoodVery GoodGood1748
November 200693.0Not deficientGoodVery GoodGood500