Share:

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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201495.0Not deficientSatisfactoryGoodGood21811
December 201295.0Not deficientSatisfactoryGoodGood21811
December 201096.4Not deficientSatisfactoryGoodGood5997
October 200896.4Not deficientGoodGoodGood5997
January 200794.7Not deficientGoodGoodGood24112
September 200494.7Not deficientGoodGoodGood24112
November 200294.7Not deficientGoodGoodGood24112
August 200094.9Not deficientGoodGoodGood22610
December 199994.9Not deficientGoodGoodGood22610
December 199894.9Not deficientGoodGoodGood22610
March 199695.3Not deficientGoodGoodGood18397
November 199495.6Not deficientGoodGoodGood18397