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SH 82 ML over MAROON CREEK

Map

Coordinates:
+39.20159, -106.85039
39°12'06" N, 106°51'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 82 ML over MAROON CREEK
Structure number:H-09-U
Location:NE edge of ASPEN
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:270.0 ft. [82.3 m]
Total length:620.1 ft. [189.0 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is on the National Register of Historic Places [1]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Segmental box girder [21]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,000 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:79.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryGoodGood1900079.2
September 2016GoodGoodGoodVery Good1900079.2
September 2014GoodGoodVery GoodVery Good1900084.2
September 2012GoodVery GoodVery GoodVery Good2340084.2
September 2010GoodVery GoodVery GoodVery Good2340084.2
May 2009GoodVery GoodVery GoodVery Good2340084.2
January 2008GoodVery GoodVery GoodVery Good2340084.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.6155922300
Deck
Reinforced Concrete Top Flangesq. ft.45,26043,1062,0511030
Wearing Surfacessq. ft.33,48023,1604009,9200
Substructure
Reinforced Concrete Pier Walllinear ft.4040000
Reinforced Concrete Abutmentlinear ft.146146000
Reinforced Concrete Pier Caplinear ft.7070000
Joints
Strip Seal Jointlinear ft.5705700
Bearings
Pot Bearingeach43100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,2401,240000
Steel Protective Coatingsq. ft.1,2401,240000
Reinforced Concrete Bridge Raillinear ft.6205586200
Deck
Reinforced Concrete Slabsq. ft.1,8253151,51000