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QUEBEC ST over HIGHLINE CANAL

Map 

Coordinates:
+39.67450, -104.90353
39°40'28" N, 104°54'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:QUEBEC ST over HIGHLINE CANAL
Structure number:D-10-HC-261
Location:QUEBEC ST AT WESLEY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.9 ft. [8.5 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:76.4 ft. [23.3 m]
Deck width edge-to-edge:87.6 ft. [26.7 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,811 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:88.2 tons [80.2 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201695.0FairSatisfactoryGoodGood-21811
December 201495.0FairSatisfactoryGoodGood-21811
December 201295.0FairSatisfactoryGoodGood-21811
December 201096.4FairSatisfactoryGoodGood-5997
October 200896.4GoodGoodGoodGood-5997
January 200794.7GoodGoodGoodGood-24112
September 200494.7GoodGoodGoodGood-24112
November 200294.7GoodGoodGoodGood-24112
August 200094.9GoodGoodGoodGood-22610
December 199994.9GoodGoodGoodGood-22610
December 199894.9GoodGoodGoodGood-22610
March 199695.3GoodGoodGoodGood-18397
November 199495.6GoodGoodGoodGood-18397