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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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201477.1Not deficientGoodGoodSatisfactory348
November 201277.1Not deficientGoodGoodSatisfactory348
November 201077.1Not deficientGoodGoodGood435
September 200877.1Not deficientGoodGoodGood435
January 200777.0Not deficientGoodGoodGood451
September 200477.0Not deficientGoodGoodGood451
September 200276.7Not deficientGoodGoodGood451
July 200076.5Not deficientGoodGoodVery Good490
December 199991.8Not deficientGoodGoodVery Good490
December 199891.8Not deficientGoodGoodVery Good490
May 199691.8Not deficientGoodGoodGood343
November 199491.8Not deficientGoodGoodGood343