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JAY BRIDGE ROAD over ETOWAH RIVER

Lumpkin County, Georgia

Map

Coordinates:
+34.56023, -84.07418
34°33'37" N, 84°04'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	JAY BRIDGE ROAD over ETOWAH RIVER
Structure number:	000000018750090
Location:	5 MI NW OF DAHLONEGA
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	140.1 ft. `[42.7 m]`
Roadway width between curbs:	29.2 ft. `[8.9 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Owner:	County Highway Agency `[02]`
Year built:	1978
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 13.5 / HS 15 `[3]`
Number of main spans:	4
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	490 `[as of 2012]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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 with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	93.5
Estimated cost of work:	$821,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Satisfactory	Satisfactory	Satisfactory	490	93.5
December 2015	Fair	Satisfactory	Satisfactory	Satisfactory	490	93.5
December 2013	Fair	Satisfactory	Satisfactory	Satisfactory	490	93.5
December 2011	Fair	Satisfactory	Satisfactory	Satisfactory	600	85.5
December 2009	Fair	Satisfactory	Satisfactory	Satisfactory	2440	76.8
December 2007	Fair	Satisfactory	Satisfactory	Satisfactory	2440	76.8
November 2005	Fair	Good	Good	Satisfactory	5260	62.2
November 2003	Fair	Good	Good	Satisfactory	2810	67.5
December 2001	Fair	Good	Good	Satisfactory	1700	79.8
February 2000	Fair	Good	Good	Satisfactory	1690	79.8
February 1998	Fair	Good	Good	Satisfactory	1690	79.8
October 1995	Fair	Good	Good	Satisfactory	1690	81.5
October 1993	Fair	Good	Good	Satisfactory	1690	81.5
December 1991	Good	Very Good	Very Good	Good	90	89.2

Element Data

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.	930	915	0	15	0
Deck
Prestressed Concrete Top Flange	sq. ft.	4,522	2,512	2,000	10	0
Substructure
Reinforced Concrete Column	each	4	0	4	0	0
Reinforced Concrete Abutment	linear ft.	64	64	0	0	0
Steel Pile	each	4	4	0	0	0
Steel Protective Coating	sq. ft.	512	512	0	0	0
Reinforced Concrete Pier Cap	linear ft.	96	96	0	0	0
Joints
Pourable Joint	linear ft.	116	116	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	280	280	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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