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BERKLEY + SMALL AV over BESSEMER DITCH

Map

Coordinates:
+38.25139, -104.62781
38°15'05" N, 104°37'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BERKLEY + SMALL AV over BESSEMER DITCH
Structure number:PUEBRK-0.0-SMAL
Location:Inter Berkley/Small
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:2.3 ft. [0.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:152.9 ft. [46.6 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1927
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,117 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:61.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,292,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016PoorFairFairPoor211761.4
November 2015PoorFairFairPoor211761.4
November 2014PoorSeriousSeriousPoor211743.2
November 2012FairFairFairFair315677.4
November 2010FairFairFairFair315677.4
November 2008FairFairFairFair400777.3
December 2006FairFairFairFair400777.3
November 2004FairFairFairFair400777.3
January 2003FairFairFairFair400777.3
February 2000FairFairFairFair400777.0
February 1999FairSatisfactorySatisfactorySatisfactory400796.6
February 1998FairSatisfactorySatisfactorySatisfactory400796.6
March 1996FairSatisfactorySatisfactorySatisfactory368996.7
February 1994FairSatisfactorySatisfactorySatisfactory368996.7
March 1992FairSatisfactorySatisfactorySatisfactory368996.7
March 1990FairSatisfactorySatisfactorySatisfactory666095.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.30610281150
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.71363050
Deck
Reinforced Concrete Slabsq. ft.3,8207501,1601,9100
Wearing Surfacessq. ft.3,8202,86595500