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SH 82 ML-S/E Bound over DRAW

Map

Coordinates:
+39.32534, -106.95262
39°19'31" N, 106°57'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 82 ML-S/E Bound over DRAW
Structure number:G-09-M
Location:4.5 mi SE of Basalt
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:120.1 ft. [36.6 m]
Total length:483.0 ft. [147.2 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:85.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodGoodGoodGood800085.3
June 2016GoodVery GoodVery GoodVery Good800085.3
June 2014GoodVery GoodVery GoodVery Good800085.3
June 2012GoodVery GoodVery GoodVery Good1990085.3
June 2010GoodVery GoodVery GoodVery Good19900100.0
June 2008GoodVery GoodVery GoodVery Good19900100.0
April 2006GoodVery GoodVery GoodVery Good18600100.0
January 2005GoodVery GoodVery GoodVery Good1511783.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,4152,414100
Deck
Reinforced Concrete Decksq. ft.21,97721,42255320
Wearing Surfacessq. ft.21,97719,7792,19800
Substructure
Reinforced Concrete Pier Walllinear ft.66000
Reinforced Concrete Abutmentlinear ft.102101100
Reinforced Concrete Pier Caplinear ft.153153000
Joints
Strip Seal Jointlinear ft.10209804
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.966962400