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CAVENDER CRK RD over CHESTATEE RIVER

Lumpkin County, Georgia

Map

Coordinates:
+34.56228, -83.87035
34°33'44" N, 83°52'13" W

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Facts

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

Name:	CAVENDER CRK RD over CHESTATEE RIVER
Structure number:	000000018700180
Location:	7 MI NE OF DAHLONEGA
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	69.9 ft. `[21.3 m]`
Roadway width between curbs:	12.1 ft. `[3.7 m]`
Deck width edge-to-edge:	12.5 ft. `[3.8 m]`
Owner:	County Highway Agency `[02]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Open Grating `[3]`
Wearing surface:	Other `[9]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	490 `[as of 2012]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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 replacement `[2]`
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:	64.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$298,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Fair	Fair	Satisfactory	490	64.9
December 2015	Fair	Satisfactory	Fair	Satisfactory	490	65.9
December 2013	Fair	Satisfactory	Fair	Fair	490	65.9
December 2011	Fair	Satisfactory	Fair	Fair	600	65.9
December 2009	Fair	Satisfactory	Fair	Fair	2630	65.4
December 2007	Fair	Fair	Fair	Fair	2630	64.4
November 2005	Fair	Fair	Satisfactory	Satisfactory	2900	75.5
December 2003	Fair	Fair	Satisfactory	Satisfactory	2400	62.9
November 2001	Fair	Fair	Satisfactory	Satisfactory	2400	62.9
February 2000	Fair	Fair	Satisfactory	Satisfactory	1940	63.0
January 1998	Poor	Poor	Satisfactory	Satisfactory	1940	61.0
October 1995	Fair	Fair	Satisfactory	Satisfactory	1940	64.0
October 1993	Fair	Fair	Satisfactory	Satisfactory	1940	64.0
January 1992	Poor	Serious	Satisfactory	Satisfactory	1810	38.4

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
Steel Girder/Beam	linear ft.	350	330	0	20	0
Steel Protective Coating	sq. ft.	3,416	2,686	600	130	0
Substructure
Reinforced Concrete Abutment	linear ft.	24	19	0	5	0
Deck
Open Grid Deck	sq. ft.	868	857	0	11	0
Steel Protective Coating	sq. ft.	847	337	300	210	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	140	130	0	10	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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