+39.78056, -104.90222
39°46'50" N, 104°54'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH 35 ML over SAND CREEK
Structure number:E-17-HD
Location:ON QUEBEC, 0.1 MI N I70
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:54.1 ft. [16.5 m]
Total length:331.4 ft. [101.0 m]
Roadway width between curbs:98.1 ft. [29.9 m]
Deck width edge-to-edge:101.1 ft. [30.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:58,000 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.1 tons [45.5 metric tons]
Inventory rating:30.0 tons [27.3 metric tons]
Sufficiency rating:50.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,959,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201650.3PoorFairFairPoorSD58000
March 201450.1PoorFairFairPoorSD58000
March 201253.1PoorSatisfactoryFairPoorSD56800
April 201053.1PoorSatisfactoryFairPoorSD56800
March 200853.1PoorSatisfactoryFairPoorSD56800
April 200653.1PoorSatisfactoryFairPoorSD41100
June 200552.1PoorSatisfactorySatisfactoryPoorSD42934
March 200467.1FairSatisfactorySatisfactoryFair-42934
February 200266.9FairSatisfactorySatisfactoryFair-43823
February 200069.4FairSatisfactorySatisfactoryFair-35460
February 199969.4FairSatisfactorySatisfactoryFair-35460
January 199864.9FairSatisfactorySatisfactoryFair-70000
February 199664.9FairSatisfactorySatisfactoryFair-70000
March 199476.9FairSatisfactorySatisfactorySatisfactory-64000
May 199277.8FairSatisfactorySatisfactorySatisfactory-64000
March 199066.8FairSatisfactoryFairSatisfactory-37200