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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 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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201676.5FairGoodSatisfactoryGood-224
November 201476.5FairGoodSatisfactoryGood-224
November 201276.5FairGoodSatisfactoryGood-224
November 201076.5GoodGoodGoodGood-348
September 200876.5GoodGoodGoodGood-348
January 200775.5GoodGoodGoodGood-660
September 200475.5GoodGoodGoodGood-660
November 200273.9GoodGoodGoodGood-660
July 200074.7GoodGoodGoodVery Good-474
December 199990.7GoodGoodGoodVery Good-474
December 199890.7GoodGoodGoodVery Good-474
May 199690.7GoodGoodGoodGood-381
November 199490.7GoodGoodGoodGood-381