Share:

SH 35 ML over SAND CREEK

Map

Coordinates:
+39.78101, -104.90243
39°46'52" N, 104°54'09" W

Facts

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:55.1 ft. [16.8 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: June 2017

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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorFairFairPoor5800050.3
March 2016PoorFairFairPoor5800050.3
March 2014PoorFairFairPoor5800050.1
March 2012PoorSatisfactoryFairPoor5680053.1
April 2010PoorSatisfactoryFairPoor5680053.1
March 2008PoorSatisfactoryFairPoor5680053.1
April 2006PoorSatisfactoryFairPoor4110053.1
June 2005PoorSatisfactorySatisfactoryPoor4293452.1
March 2004FairSatisfactorySatisfactoryFair4293467.1
February 2002FairSatisfactorySatisfactoryFair4382366.9
February 2000FairSatisfactorySatisfactoryFair3546069.4
February 1999FairSatisfactorySatisfactoryFair3546069.4
January 1998FairSatisfactorySatisfactoryFair7000064.9
February 1996FairSatisfactorySatisfactoryFair7000064.9
March 1994FairSatisfactorySatisfactorySatisfactory6400076.9
May 1992FairSatisfactorySatisfactorySatisfactory6400077.8
March 1990FairSatisfactoryFairSatisfactory3720066.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3,9763,7351715020
Deck
Reinforced Concrete Top Flangesq. ft.33,46515,3965,68812,3810
Wearing Surfacessq. ft.32,470032,0704000
Substructure
Reinforced Concrete Columneach3028020
Reinforced Concrete Abutmentlinear ft.234232200
Reinforced Concrete Pier Caplinear ft.5753528210239
Joints
Strip Seal Jointlinear ft.3512559600
Compression Jointlinear ft.2342191500
Bearings
Elastomeric Bearingeach6060000
Movable Bearingeach36016020
Steel Protective Coatingsq. ft.3600360
Fixed Bearingeach30161301
Steel Protective Coatingsq. ft.3000300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.663663000
Steel Protective Coatingsq. ft.663663000