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SH 67 ML over AREQUA GULCH

Map

Coordinates:
+38.71346, -105.16562
38°42'48" N, 105°09'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 67 ML over AREQUA GULCH
Structure number:J-16-C
Location:TELLER COUNTY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:266.1 ft. [81.1 m]
Total length:1224.5 ft. [373.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:2001
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:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:84.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodVery GoodVery GoodVery Good110084.7
July 2016GoodVery GoodVery GoodVery Good110084.7
September 2014GoodVery GoodVery GoodVery Good110084.7
July 2012GoodVery GoodVery GoodVery Good91086.5
August 2010GoodVery GoodVery GoodVery Good91086.5
September 2008GoodVery GoodVery GoodVery Good91086.5
July 2006GoodVery GoodVery GoodVery Good120083.8
September 2004GoodVery GoodVery GoodVery Good133182.6
July 2002GoodVery GoodVery GoodVery Good100094.5
October 2001GoodVery GoodVery GoodVery Good100082.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,8484,848000
Steel Protective Coatingsq. ft.4,8484,848000
Deck
Reinforced Concrete Decksq. ft.52,65452,6431100
Wearing Surfacessq. ft.52,65452,654000
Substructure
Reinforced Concrete Pier Walllinear ft.5656000
Reinforced Concrete Abutmentlinear ft.8686000
Reinforced Concrete Pier Caplinear ft.168167100
Joints
Pourable Jointlinear ft.8686000
Assembly with Sealeach8682400
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,4502,450000
Steel Protective Coatingsq. ft.2,4502,450000