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NEALE AVE over ROARING FORK RIVER

Map

Coordinates:
+39.18921, -106.81394
39°11'21" N, 106°48'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NEALE AVE over ROARING FORK RIVER
Structure number:ASP-NEALE AVE
Location:2 BLK E OF HWY 82
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:39.7 ft. [12.1 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,161 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:68.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodSatisfactorySatisfactory216168.9
May 2016FairGoodGoodSatisfactory220469.8
May 2014FairGoodGoodSatisfactory220469.8
May 2012FairGoodGoodSatisfactory169771.9
May 2010GoodGoodGoodGood169771.9
May 2008GoodGoodGoodGood227469.8
May 2006GoodGoodGoodVery Good227469.8
May 2004GoodGoodGoodVery Good227469.8
August 2001GoodGoodGoodVery Good227468.9
July 1999GoodGoodGoodVery Good227468.9
August 1997GoodVery GoodVery GoodVery Good227468.9
August 1995GoodVery GoodVery GoodVery Good196969.0
August 1993GoodVery GoodVery GoodVery Good196967.5
September 1991GoodVery GoodVery GoodVery Good196967.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3683521600
Deck
Reinforced Concrete Top Flangesq. ft.1,5961,596000
Wearing Surfacessq. ft.1,5961,5504600
Substructure
Reinforced Concrete Abutmentlinear ft.8008000
Joints
Other Jointlinear ft.138135300
Bearings
Elastomeric Bearingeach1600160
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4604600
Other Material Bridge Raillinear ft.9271777