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NB QUEBEC ST over CHERRY CREEK

Map 

Coordinates:
+39.68547, -104.90350
39°41'08" N, 104°54'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NB QUEBEC ST over CHERRY CREEK
Structure number:D-01-CC-333
Location:QUEBEC AT CHERRY CREEK DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:98.1 ft. [29.9 m]
Total length:247.1 ft. [75.3 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:11,189 [as of 2013]
Truck traffic:6% 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:Basically intolerable requiring high priority of corrrective action [3]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:53.7 tons [48.8 metric tons]
Inventory rating:32.2 tons [29.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$905,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201475.8Functionally obsoleteSatisfactoryGoodGood11189
October 201275.8Functionally obsoleteSatisfactoryGoodGood11189
October 201075.7Functionally obsoleteGoodGoodGood11894
January 200975.7Functionally obsoleteGoodGoodGood11894
July 200463.9Functionally obsoleteGoodGoodGood25931
October 200263.4Functionally obsoleteGoodVery GoodGood25931
August 200063.0Functionally obsoleteGoodVery GoodGood26332
December 199949.9Functionally obsoleteGoodVery GoodGood26332
December 199849.9Functionally obsoleteGoodVery GoodGood26332
July 199651.8Functionally obsoleteGoodVery GoodGood16147
November 199478.5Not deficientGoodVery GoodGood16147
December 199278.5Not deficientGoodVery GoodGood16147
August 199078.8Not deficientGoodVery GoodGood12644