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ALLEY over EAST HARVARD GULCH

Map 

Coordinates:
+39.66912, -104.94943
39°40'09" N, 104°56'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ALLEY over EAST HARVARD GULCH
Structure number:D-13-HGE-230
Location:BTWN STEELE AND ADAMS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:22.0 ft. [6.7 m]
Total length:47.6 ft. [14.5 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:19.7 ft. [6.0 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]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans 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:Open, no restriction [A]
Average daily traffic:11 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:53.4 tons [48.5 metric tons]
Inventory rating:32.0 tons [29.1 metric tons]
Sufficiency rating:83.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201683.8FairGoodGoodSatisfactory-11
November 201483.8FairGoodGoodSatisfactory-11
November 201283.8GoodGoodGoodGood-11
November 201083.8GoodGoodGoodGood-10
September 200883.8GoodGoodGoodGood-10
January 200783.8GoodGoodGoodGood-76
September 200483.8GoodGoodGoodGood-76
November 200283.7GoodGoodGoodGood-76
July 200083.5GoodGoodGoodGood-39
December 199983.5FairVery GoodVery GoodSatisfactory-39
December 199883.5FairVery GoodVery GoodSatisfactory-39
May 199683.5FairGoodGoodSatisfactory-12
November 199479.5GoodGoodGoodGood-12