EMERY RD over GREAT CHAZY RIVER

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Excellent	175	94.5
September 2016	Good	Good	Good	Excellent	180	94.5
September 2014	Good	Good	Good	Excellent	154	94.5
September 2012	Good	Good	Good	Excellent	150	94.5
October 2010	Good	Good	Good	Excellent	154	94.5
October 2008	Good	Good	Very Good	Excellent	154	94.5
October 2006	Good	Good	Very Good	Excellent	143	94.5
October 2004	Good	Excellent	Excellent	Excellent	143	94.5
November 2002	Good	Excellent	Excellent	Excellent	143	94.5
August 2001	Poor	Satisfactory	Poor	Poor	143	18.4
August 2000	Poor	Satisfactory	Poor	Poor	143	18.4
September 1999	Poor	Satisfactory	Serious	Serious	106	18.6
June 1998	Poor	Fair	Serious	Poor	106	17.4
May 1997	Poor	Satisfactory	Serious	Serious	106	19.7
August 1996	Poor	Fair	Serious	Serious	106	19.6
July 1995	Poor	Fair	Serious	Serious	106	18.5
July 1994	Poor	Fair	Serious	Serious	150	18.3
July 1993	Poor	Fair	Serious	Serious	150	18.3
April 1992	Poor	Fair	Serious	Serious	150	19.4
April 1991	Poor	Fair	Serious	Fair	150	19.4

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	788	759	29	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,758	2,758	0	0	0
Wearing Surfaces	sq. ft.	2,327	2,327	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	58	58	0	0	0
Joints
Compression Joint	linear ft.	56	56	0	0	0
Bearings
Elastomeric Bearing	each	16	16	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	197	197	0	0	0
Steel Protective Coating	sq. ft.	1,621	1,621	0	0	0