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SH 71 ML over BOB CREEK CANAL

Crowley County, Colorado

Map

Coordinates:
+38.18198, -103.74810
38°10'55" N, 103°44'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 71 ML over BOB CREEK CANAL
Structure number:L-22-G
Location:8 MI NORTH OF JCT US 50 M
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:25.9 ft. [7.9 m]
Total length:67.6 ft. [20.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1966
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:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:89.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodVery GoodVery GoodGood180089.8
January 2016GoodVery GoodVery GoodVery Good180089.8
January 2014GoodVery GoodVery GoodVery Good180086.8
January 2012GoodVery GoodVery GoodVery Good140086.9
March 2010GoodVery GoodVery GoodVery Good140086.9
January 2008GoodVery GoodVery GoodVery Good140086.9
January 2006GoodVery GoodVery GoodVery Good170986.8
January 2004GoodVery GoodVery GoodVery Good188386.8
January 2002GoodVery GoodVery GoodVery Good188386.7
February 2000GoodVery GoodVery GoodVery Good160086.7
January 1998GoodVery GoodVery GoodVery Good135086.8
February 1996GoodVery GoodVery GoodVery Good135088.2
February 1994GoodVery GoodVery GoodVery Good150089.0
March 1991GoodVery GoodVery GoodVery Good120089.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.6865300
Reinforced Concrete Abutmentlinear ft.6868000
Joints
Pourable Jointlinear ft.6060000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.135135000
Steel Protective Coatingsq. ft.135135000
Deck
Reinforced Concrete Slabsq. ft.2,2952,295000
Wearing Surfacessq. ft.2,0252,025000