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HIGH ST over EAST HARVARD GULCH

Map 

Coordinates:
+39.67125, -104.96523
39°40'17" N, 104°57'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HIGH ST over EAST HARVARD GULCH
Structure number:D-13-HGE-150
Location:HIGH ST & E HARVARD GULCH
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 2014 

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]
Operating rating:31.6 tons [28.7 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:76.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201476.5Not deficientGoodSatisfactoryGood224
November 201276.5Not deficientGoodSatisfactoryGood224
November 201076.5Not deficientGoodGoodGood348
September 200876.5Not deficientGoodGoodGood348
January 200775.5Not deficientGoodGoodGood660
September 200475.5Not deficientGoodGoodGood660
November 200273.9Not deficientGoodGoodGood660
July 200074.7Not deficientGoodGoodVery Good474
December 199990.7Not deficientGoodGoodVery Good474
December 199890.7Not deficientGoodGoodVery Good474
May 199690.7Not deficientGoodGoodGood381
November 199490.7Not deficientGoodGoodGood381