Share:

GILPIN ST over EAST HARVARD GULCH

Map

Coordinates:
+39.67122, -104.96762
39°40'16" N, 104°58'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GILPIN ST over EAST HARVARD GULCH
Structure number:D-13-HGE-120
Location:GILPIN AT HARVARD AVE
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:29.9 ft. [9.1 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:348 [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:77.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$26,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairGoodGoodSatisfactory34877.1
November 2014FairGoodGoodSatisfactory34877.1
November 2012FairGoodGoodSatisfactory34877.1
November 2010GoodGoodGoodGood43577.1
September 2008GoodGoodGoodGood43577.1
January 2007GoodGoodGoodGood45177.0
September 2004GoodGoodGoodGood45177.0
September 2002GoodGoodGoodGood45176.7
July 2000GoodGoodGoodVery Good49076.5
December 1999GoodGoodGoodVery Good49091.8
December 1998GoodGoodGoodVery Good49091.8
May 1996GoodGoodGoodGood34391.8
November 1994GoodGoodGoodGood34391.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.89791000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6060000
Steel Protective Coatingsq. ft.6060000
Deck
Reinforced Concrete Slabsq. ft.1,3351,3152000
Wearing Surfacessq. ft.1,3351,335000