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SH 133 ML over THOMPSON CREEK

Map

Coordinates:
+39.33331, -107.21069
39°19'60" N, 107°12'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 133 ML over THOMPSON CREEK
Structure number:G-08-M
Location:4 MI. S. OF CARBONDALE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:22.0 ft. [6.7 m]
Total length:69.6 ft. [21.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1961
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:3
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:52.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryFair320052.0
October 2016FairSatisfactorySatisfactoryFair320044.3
October 2014FairSatisfactorySatisfactoryFair320044.3
October 2012FairSatisfactorySatisfactoryFair370044.3
October 2010FairSatisfactorySatisfactoryFair370044.3
October 2008FairSatisfactorySatisfactoryFair370044.3
November 2006FairSatisfactorySatisfactoryFair320044.3
November 2004FairSatisfactorySatisfactoryFair361644.3
October 2002FairSatisfactorySatisfactoryFair382444.3
December 2000FairSatisfactorySatisfactoryFair398844.0
December 1998FairSatisfactorySatisfactoryFair398844.0
October 1996FairSatisfactorySatisfactoryFair315044.0
November 1994FairSatisfactorySatisfactoryFair315042.4
January 1992FairSatisfactorySatisfactoryFair295045.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.368360620
Deck
Reinforced Concrete Decksq. ft.2,2242,1962260
Wearing Surfacessq. ft.1,9461,946000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6464000
Reinforced Concrete Pier Caplinear ft.56381710
Joints
Pourable Jointlinear ft.6464000
Bearings
Fixed Bearingeach33000
Steel Protective Coatingsq. ft.33000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.140140000
Steel Protective Coatingsq. ft.367367000