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EMERY RD over GREAT CHAZY RIVER

Map

Coordinates:
+44.95661, -73.63269
44°57'24" N, 73°37'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EMERY RD over GREAT CHAZY RIVER
Structure number:000000003336270
Location:.4 MI E OF MOOERS FORKS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:97.1 ft. [29.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:175 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Excellent [9 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 minimum criteria [6]
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:94.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$745,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodExcellent17594.5
September 2016GoodGoodGoodExcellent18094.5
September 2014GoodGoodGoodExcellent15494.5
September 2012GoodGoodGoodExcellent15094.5
October 2010GoodGoodGoodExcellent15494.5
October 2008GoodGoodVery GoodExcellent15494.5
October 2006GoodGoodVery GoodExcellent14394.5
October 2004GoodExcellentExcellentExcellent14394.5
November 2002GoodExcellentExcellentExcellent14394.5
August 2001PoorSatisfactoryPoorPoor14318.4
August 2000PoorSatisfactoryPoorPoor14318.4
September 1999PoorSatisfactorySeriousSerious10618.6
June 1998PoorFairSeriousPoor10617.4
May 1997PoorSatisfactorySeriousSerious10619.7
August 1996PoorFairSeriousSerious10619.6
July 1995PoorFairSeriousSerious10618.5
July 1994PoorFairSeriousSerious15018.3
July 1993PoorFairSeriousSerious15018.3
April 1992PoorFairSeriousSerious15019.4
April 1991PoorFairSeriousFair15019.4

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.7887592900
Deck
Reinforced Concrete Decksq. ft.2,7582,758000
Wearing Surfacessq. ft.2,3272,327000
Substructure
Reinforced Concrete Abutmentlinear ft.5858000
Joints
Compression Jointlinear ft.5656000
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.197197000
Steel Protective Coatingsq. ft.1,6211,621000