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UNIVERSITY BLVD over EAST HARVARD GULCH

Map 

Coordinates:
+39.66903, -104.95936
39°40'09" N, 104°57'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:UNIVERSITY BLVD over EAST HARVARD GULCH
Structure number:D-13-HGE-190
Location:UNIVERSITY AT VASSAR AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:13.1 ft. [4.0 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Skew angle:43°
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:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:21,974 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.6 tons [55.1 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$372,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201475.4Functionally obsolete---21974
November 201275.4Functionally obsolete---21974
November 201075.6Functionally obsolete---20236
September 200875.6Functionally obsolete---20236
January 200774.6Functionally obsolete---28451
September 200474.6Functionally obsolete---28451
November 200274.6Functionally obsolete---28451
July 200074.6Functionally obsolete---27939
December 199974.6Functionally obsolete---27939
December 199874.6Functionally obsolete---27939
May 199677.0Not deficient---25984
November 199465.3Functionally obsolete---25984