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BERKLEY + SMALL AV over BESSEMER DITCH

Map

Coordinates:
+38.25127, -104.62780
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:23.0 ft. [7.0 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 2015

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]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:61.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201561.4PoorFairFairPoorSD2117
November 201443.2PoorSeriousSeriousPoorSD2117
November 201277.4FairFairFairFair-3156
November 201077.4FairFairFairFair-3156
November 200877.3FairFairFairFair-4007
December 200677.3FairFairFairFair-4007
November 200477.3FairFairFairFair-4007
January 200377.3FairFairFairFair-4007
February 200077.0FairFairFairFair-4007
February 199996.6FairSatisfactorySatisfactorySatisfactory-4007
February 199896.6FairSatisfactorySatisfactorySatisfactory-4007
March 199696.7FairSatisfactorySatisfactorySatisfactory-3689
February 199496.7FairSatisfactorySatisfactorySatisfactory-3689
March 199296.7FairSatisfactorySatisfactorySatisfactory-3689
March 199095.5FairSatisfactorySatisfactorySatisfactory-6660

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.30610281150
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7107100
Deck
Reinforced Concrete Slabsq. ft.3,820001,9101,910
Wearing Surfacessq. ft.3,820001,9101,910