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YORK ST over EAST HARVARD GULCH

Map 

Coordinates:
+39.66968, -104.96056
39°40'11" N, 104°57'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

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]
Operating rating:59.7 tons [54.3 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Sufficiency rating:96.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201496.9Not deficient---728
November 201296.9Not deficient---728
November 201096.9Not deficient---841
September 200896.9Not deficient---841
January 200796.9Not deficient---841
September 200496.9Not deficient---841
November 200296.8Not deficient---841
July 200096.7Not deficient---419
December 199996.7Not deficient---419
December 199896.7Not deficient---419
May 199696.7Not deficient---708
November 199489.4Not deficient---708