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NB QUEBEC ST over CHERRY CREEK

Map

Coordinates:
+39.68547, -104.90350
39°41'08" N, 104°54'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,792 [as of 2016]
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]
Sufficiency rating:73.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$905,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201673.8FairSatisfactoryGoodGoodFO27792
October 201475.8FairSatisfactoryGoodGoodFO11189
October 201275.8FairSatisfactoryGoodGoodFO11189
October 201075.7GoodGoodGoodGoodFO11894
January 200975.7GoodGoodGoodGoodFO11894
July 200463.9GoodGoodGoodGoodFO25931
October 200263.4GoodGoodVery GoodGoodFO25931
August 200063.0GoodGoodVery GoodGoodFO26332
December 199949.9GoodGoodVery GoodGoodFO26332
December 199849.9GoodGoodVery GoodGoodFO26332
July 199651.8GoodGoodVery GoodGoodFO16147
November 199478.5GoodGoodVery GoodGood-16147
December 199278.5GoodGoodVery GoodGood-16147
August 199078.8GoodGoodVery GoodGood-12644

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,4821,33714500
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.10,3258,5701,75500
Wearing Surfacessq. ft.10,32510,325000
Substructure
Reinforced Concrete Pier Walllinear ft.105951000
Reinforced Concrete Abutmentlinear ft.105861900
Reinforced Concrete Pier Caplinear ft.105105000
Joints
Strip Seal Jointlinear ft.105010500
Pourable Jointlinear ft.5454000
Other Jointlinear ft.247247000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.247247000
Steel Protective Coatingsq. ft.10,75310,753000