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BANNOCK ST over CHERRY CREEK

Map

Coordinates:
+39.72831, -104.98983
39°43'42" N, 104°59'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BANNOCK ST over CHERRY CREEK
Structure number:D-01-CC-172
Location:BANNOCK ST AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:81.0 ft. [24.7 m]
Total length:83.7 ft. [25.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:3,824 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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]
Sufficiency rating:77.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$485,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactoryGood382477.5
October 2014FairGoodSatisfactoryGood345077.6
October 2012FairGoodSatisfactoryGood345077.6
October 2010GoodGoodGoodGood422777.5
October 2008GoodVery GoodGoodGood422777.5
October 2006GoodVery GoodGoodGood450977.5
July 2004GoodVery GoodVery GoodVery Good450977.5
October 2002GoodVery GoodVery GoodVery Good450977.5
September 2000GoodVery GoodVery GoodVery Good498177.4
December 1999GoodVery GoodVery GoodVery Good498177.4
December 1998GoodVery GoodVery GoodVery Good498177.4
July 1996GoodGoodVery GoodGood546777.3
November 1994GoodGoodVery GoodGood546777.5
December 1992GoodGoodVery GoodGood546777.5
October 1990GoodVery GoodExcellentVery Good164977.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.752743180
Concrete Protective Coatingsq. ft.752752000
Deck
Reinforced Concrete Decksq. ft.3,7833,783000
Wearing Surfacessq. ft.3,7833,6939000
Substructure
Reinforced Concrete Abutmentlinear ft.9191000
Concrete Protective Coatingsq. ft.9191000
Bridge Rail
Other Material Bridge Raillinear ft.167165200