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WIMPY MILL ROAD over YAHOOLA CREEK

Map

Coordinates:
+34.54553, -83.97961
34°32'44" N, 83°58'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WIMPY MILL ROAD over YAHOOLA CREEK
Structure number:000000018700200
Location:N CITY LIMITS DAHLONEGA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

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:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:67.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$879,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactorySatisfactoryGood49067.2
January 2016FairSatisfactorySatisfactorySatisfactory49067.2
January 2014FairFairFairSatisfactory49056.2
December 2011FairFairFairSatisfactory60054.7
December 2009FairSatisfactorySatisfactoryGood62065.7
December 2007FairSatisfactorySatisfactoryGood62065.7
November 2005FairSatisfactorySatisfactoryGood39065.7
November 2003FairSatisfactorySatisfactoryGood74065.7
December 2001FairSatisfactorySatisfactoryGood74063.0
February 2000FairSatisfactorySatisfactoryGood133356.4
February 1998FairSatisfactorySatisfactoryGood133356.4
October 1995FairSatisfactorySatisfactoryGood133356.3
November 1993FairSatisfactorySatisfactoryGood133356.3
January 1992FairSatisfactorySatisfactoryGood133356.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.600598020
Steel Protective Coatingsq. ft.5,4665,01645000
Deck
Reinforced Concrete Decksq. ft.4,57504,57500
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pier Caplinear ft.5252000
Joints
Pourable Jointlinear ft.7200720
Bearings
Movable Bearingeach1616000
Steel Protective Coatingsq. ft.32221000
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.1612400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.300300000