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DOC GRIZZLE ROAD over NIMBLEWILL CREEK

Map

Coordinates:
+34.55802, -84.12894
34°33'29" N, 84°07'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DOC GRIZZLE ROAD over NIMBLEWILL CREEK
Structure number:000000018750170
Location:7.3 MI NW OF DAHLONEGA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:9.8 ft. [3.0 m]
Deck width edge-to-edge:11.2 ft. [3.4 m]
Owner:County Highway Agency [02]
Year built:1970
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:50 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:45.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$170,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairGoodFairSatisfactory5045.0
December 2015FairGoodFairSatisfactory5045.0
December 2013FairGoodFairFair5045.0
December 2011FairGoodFairFair10444.9
December 2009FairFairFairFair14043.9
November 2007FairFairFairFair14043.9
November 2005FairFairSatisfactorySatisfactory7051.0
November 2003FairFairSatisfactorySatisfactory10058.8
November 2001FairFairSatisfactorySatisfactory10058.8
February 2000FairFairSatisfactorySatisfactory9058.8
February 1998FairFairSatisfactorySatisfactory9058.8
October 1995PoorSeriousSatisfactorySatisfactory9054.8
October 1993FairFairSatisfactoryGood9058.8
December 1991FairFairSatisfactoryGood9058.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1201002000
Steel Protective Coatingsq. ft.6466361000
Substructure
Reinforced Concrete Abutmentlinear ft.8080000
Deck
Open Grid Decksq. ft.440440000
Steel Protective Coatingsq. ft.4003800200