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YORK ST over EAST HARVARD GULCH

Map

Coordinates:
+39.66968, -104.96060
39°40'11" N, 104°57'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:YORK ST over EAST HARVARD GULCH
Structure number:D-13-HGE-180
Location:YORK ST N OF VASSAR AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.8 ft. [3.9 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.6 ft. [13.6 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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:728 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2016Good7 out of 1072896.9
November 2014Good7 out of 1072896.9
November 2012Good7 out of 1072896.9
November 2010Good7 out of 1084196.9
September 2008Good7 out of 1084196.9
January 2007Good7 out of 1084196.9
September 2004Good8 out of 1084196.9
November 2002Good8 out of 1084196.8
July 2000Good8 out of 1041996.7
December 1999Good8 out of 1041996.7
December 1998Good8 out of 1041996.7
May 1996Good7 out of 1070896.7
November 1994Good7 out of 1070889.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.3042901400
Wearing Surfacessq. ft.2,4842,37411000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.138138000
Steel Protective Coatingsq. ft.130130000