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UNIVERSITY BLVD over EAST HARVARD GULCH

Map

Coordinates:
+39.66907, -104.95941
39°40'09" N, 104°57'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,550 [as of 2016]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:63.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$372,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair5 out of 102355063.6
November 2016Fair6 out of 102197475.4
November 2014Fair6 out of 102197475.4
November 2012Fair6 out of 102197475.4
November 2010Fair6 out of 102023675.6
September 2008Fair6 out of 102023675.6
January 2007Fair6 out of 102845174.6
September 2004Good7 out of 102845174.6
November 2002Good7 out of 102845174.6
July 2000Good7 out of 102793974.6
December 1999Good7 out of 102793974.6
December 1998Good7 out of 102793974.6
May 1996Fair6 out of 102598477.0
November 1994Fair6 out of 102598465.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.38826957620
Wearing Surfacessq. ft.3,0482,13391500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.138013800
Steel Protective Coatingsq. ft.138013800