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WILLIAMS ST over EAST HARVARD GULCH

Map

Coordinates:
+39.67122, -104.96646
39°40'16" N, 104°57'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WILLIAMS ST over EAST HARVARD GULCH
Structure number:D-13-HGE-130
Location:AT E HARVARD GULCH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.6 ft. [8.4 m]
Total length:30.2 ft. [9.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Fair
Status:Posted for load [P]
Average daily traffic:297 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairGoodGoodSatisfactory29775.5
November 2014FairGoodGoodSatisfactory29775.5
November 2012FairGoodGoodSatisfactory29775.5
November 2010GoodGoodGoodGood41775.5
September 2008GoodGoodGoodGood41775.5
January 2007GoodGoodGoodGood34575.5
September 2004GoodGoodGoodGood34575.5
September 2002GoodGoodGoodGood34574.9
July 2000GoodGoodGoodVery Good31974.7
December 1999GoodGoodGoodVery Good31990.7
December 1998GoodGoodGoodVery Good31990.7
May 1996GoodGoodGoodGood26090.7
November 1994GoodGoodGoodGood26090.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.8984500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6060000
Steel Protective Coatingsq. ft.6006000
Deck
Reinforced Concrete Slabsq. ft.1,3441,3341000
Wearing Surfacessq. ft.1,3441,344000