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HIGH ST over EAST HARVARD GULCH

Map

Coordinates:
+39.67120, -104.96527
39°40'16" N, 104°57'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HIGH ST over EAST HARVARD GULCH
Structure number:D-13-HGE-150
Location:HIGH ST & E HARVARD G
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:28.9 ft. [8.8 m]
Total length:31.5 ft. [9.6 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:224 [as of 2013]
Truck traffic:2% 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: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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:76.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairGoodSatisfactoryGood22476.5
November 2014FairGoodSatisfactoryGood22476.5
November 2012FairGoodSatisfactoryGood22476.5
November 2010GoodGoodGoodGood34876.5
September 2008GoodGoodGoodGood34876.5
January 2007GoodGoodGoodGood66075.5
September 2004GoodGoodGoodGood66075.5
November 2002GoodGoodGoodGood66073.9
July 2000GoodGoodGoodVery Good47474.7
December 1999GoodGoodGoodVery Good47490.7
December 1998GoodGoodGoodVery Good47490.7
May 1996GoodGoodGoodGood38190.7
November 1994GoodGoodGoodGood38190.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.8987200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6358500
Steel Protective Coatingsq. ft.6363000
Deck
Reinforced Concrete Slabsq. ft.1,4111,3714000
Wearing Surfacessq. ft.1,4111,06135000