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TOWN CRK CH ROAD over CHESTATEE RIVER

Map

Coordinates:
+34.57861, -83.88799
34°34'43" N, 83°53'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOWN CRK CH ROAD over CHESTATEE RIVER
Structure number:000000018750220
Location:6.4 MI NE OF DAHLONEGA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:66.9 ft. [20.4 m]
Total length:201.1 ft. [61.3 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1972
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: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: December 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,980 [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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:59.6
Estimated cost of work:$1,178,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactorySatisfactory198059.6
December 2015FairSatisfactorySatisfactorySatisfactory198059.6
December 2013FairSatisfactorySatisfactorySatisfactory198059.6
December 2011FairSatisfactorySatisfactorySatisfactory219058.4
December 2009FairSatisfactorySatisfactorySatisfactory247058.2
December 2007FairSatisfactorySatisfactorySatisfactory247058.2
November 2005FairSatisfactorySatisfactoryGood290048.6
December 2003FairSatisfactorySatisfactoryGood230080.1
November 2001FairSatisfactorySatisfactoryGood230080.1
February 2000FairSatisfactorySatisfactoryGood230080.1
February 1998FairSatisfactorySatisfactoryGood190081.3
October 1995FairSatisfactorySatisfactoryGood190082.5
October 1993FairSatisfactorySatisfactoryGood155082.7
December 1991FairSatisfactoryGoodGood155082.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,0051,004010
Steel Protective Coatingsq. ft.9,7509,750000
Deck
Reinforced Concrete Decksq. ft.6,4716,4110600
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6464000
Reinforced Concrete Pier Caplinear ft.6462200
Joints
Pourable Jointlinear ft.8787000
Bearings
Movable Bearingeach1513200
Steel Protective Coatingsq. ft.3030000
Fixed Bearingeach1515000
Steel Protective Coatingsq. ft.3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.402397500