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GILPIN ST over EAST HARVARD GULCH

Map 

Coordinates:
+39.67128, -104.96758
39°40'17" N, 104°58'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:32.0 tons [29.1 metric tons]
Inventory rating:19.1 tons [17.4 metric tons]
Sufficiency rating:77.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$26,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201677.1FairGoodGoodSatisfactory-348
November 201477.1FairGoodGoodSatisfactory-348
November 201277.1FairGoodGoodSatisfactory-348
November 201077.1GoodGoodGoodGood-435
September 200877.1GoodGoodGoodGood-435
January 200777.0GoodGoodGoodGood-451
September 200477.0GoodGoodGoodGood-451
September 200276.7GoodGoodGoodGood-451
July 200076.5GoodGoodGoodVery Good-490
December 199991.8GoodGoodGoodVery Good-490
December 199891.8GoodGoodGoodVery Good-490
May 199691.8GoodGoodGoodGood-343
November 199491.8GoodGoodGoodGood-343