Share:

ADAMS ST over EAST HARVARD GULCH

Map 

Coordinates:
+39.66937, -104.94886
39°40'10" N, 104°56'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ADAMS ST over EAST HARVARD GULCH
Structure number:D-13-HGE-240
Location:ADAMS AND VASSAR AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Skew angle:45°
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:6
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:505 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:38.9 tons [35.4 metric tons]
Inventory rating:23.3 tons [21.2 metric tons]
Sufficiency rating:83.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201483.7Not deficient---505
November 201283.7Not deficient---505
November 201084.8Not deficient---360
September 200884.8Not deficient---360
January 200783.7Not deficient---798
September 200483.7Not deficient---798
November 200283.2Not deficient---798
July 200083.9Not deficient---328
December 199983.9Not deficient---328
December 199883.9Not deficient---328
May 199683.9Not deficient---294
November 199486.8Not deficient---294