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SH 35 ML over SAND CREEK

Map 

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

Facts 

Name:SH 35 ML over SAND CREEK
Structure number:E-17-HD
Location:ON QUEBEC, 0.1 MI N OF I7
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+Mod / HS 20+Mod [6]
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 2014 

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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:50.1
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. ratingEvaluationDeckSuper.Sub.ADT
March 201450.1Structurally deficientFairFairPoor58000
March 201253.1Structurally deficientSatisfactoryFairPoor56800
April 201053.1Structurally deficientSatisfactoryFairPoor56800
March 200853.1Structurally deficientSatisfactoryFairPoor56800
April 200653.1Structurally deficientSatisfactoryFairPoor41100
June 200552.1Structurally deficientSatisfactorySatisfactoryPoor42934
March 200467.1Not deficientSatisfactorySatisfactoryFair42934
February 200266.9Not deficientSatisfactorySatisfactoryFair43823
February 200069.4Not deficientSatisfactorySatisfactoryFair35460
February 199969.4Not deficientSatisfactorySatisfactoryFair35460
January 199864.9Not deficientSatisfactorySatisfactoryFair70000
February 199664.9Not deficientSatisfactorySatisfactoryFair70000
March 199476.9Not deficientSatisfactorySatisfactorySatisfactory64000
May 199277.8Not deficientSatisfactorySatisfactorySatisfactory64000
March 199066.8Not deficientSatisfactoryFairSatisfactory37200