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SB QUEBEC ST over CHERRY CREEK

Map

Coordinates:
+39.68522, -104.90364
39°41'07" N, 104°54'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SB QUEBEC ST over CHERRY CREEK
Structure number:D-01-CC-332
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:250.0 ft. [76.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:2007
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:Prestressed concrete continuous [6]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,268 [as of 2016]
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:Basically intolerable requiring high priority of replacement [2]
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:68.2 tons [62.0 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:77.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201677.4GoodGoodVery GoodGoodFO13268
October 201477.7GoodGoodVery GoodGood-10590
October 201277.7GoodGoodVery GoodGood-10590
October 201077.6GoodGoodVery GoodVery Good-11292
January 200977.6GoodGoodVery GoodVery Good-11292

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,3001,300000
Deck
Reinforced Concrete Decksq. ft.12,37511,63374200
Substructure
Reinforced Concrete Pier Walllinear ft.124124000
Reinforced Concrete Abutmentlinear ft.124123100
Reinforced Concrete Pier Caplinear ft.124124000
Joints
Strip Seal Jointlinear ft.124012400
Other Jointlinear ft.250250000
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.250250000
Steel Protective Coatingsq. ft.10,75310,753000