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SH 194 ML over FORT LYON CANAL

Map

Coordinates:
+38.08465, -103.37946
38°05'05" N, 103°22'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 194 ML over FORT LYON CANAL
Structure number:L-23-AH
Location:11 MI EAST OF JCT SH 109
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:33.8 ft. [10.3 m]
Total length:7.2 ft. [2.2 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:1956
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:2
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: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:570 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:86.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactoryFair57086.8
February 2016FairSatisfactorySatisfactoryFair57087.8
February 2014FairSatisfactorySatisfactoryFair57087.2
February 2012FairGoodGoodFair110079.6
February 2010FairGoodGoodFair110079.6
January 2008FairGoodGoodFair110079.6
February 2006FairGoodGoodFair87079.6
May 2004FairGoodGoodFair87079.6
February 2002FairGoodGoodFair80679.5
February 2000FairGoodGoodFair78679.5
January 1998FairGoodGoodFair73087.0
February 1996FairGoodGoodFair73087.0
February 1994FairGoodGoodFair57087.9
March 1991FairSatisfactoryFairFair50086.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2892711260
Deck
Reinforced Concrete Top Flangesq. ft.2,3142,21880160
Wearing Surfacessq. ft.2,02402,02400
Substructure
Steel Columneach50050
Reinforced Concrete Pier Walllinear ft.3103010
Reinforced Concrete Abutmentlinear ft.64320320
Reinforced Concrete Pier Caplinear ft.32016160
Joints
Pourable Jointlinear ft.5656000
Compression Jointlinear ft.3203110
Bearings
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.144144000
Steel Protective Coatingsq. ft.144144000