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FREEMAN SPRINGS RD over EAST CHICKAMAUGA CREEK

Map

Coordinates:
+34.76025, -85.08240
34°45'37" N, 85°04'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FREEMAN SPRINGS RD over EAST CHICKAMAUGA CREEK
Structure number:000000031350410
Location:6.3 MI W OF DALTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:11.2 ft. [3.4 m]
Deck width edge-to-edge:13.8 ft. [4.2 m]
Owner:County Highway Agency [02]
Year built:1921
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2011]
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: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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:59.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$324,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactorySatisfactorySatisfactory60059.8
June 2014FairSatisfactorySatisfactorySatisfactory60059.8
June 2012FairSatisfactorySatisfactorySatisfactory60059.8
June 2010FairSatisfactorySatisfactorySatisfactory62059.8
July 2008FairSatisfactorySatisfactorySatisfactory62059.8
May 2006FairSatisfactorySatisfactorySatisfactory63059.8
April 2004FairSatisfactorySatisfactorySatisfactory74059.8
June 2002FairSatisfactorySatisfactorySatisfactory74059.8
April 2000FairSatisfactorySatisfactorySatisfactory48059.8
June 1998FairSatisfactorySatisfactorySatisfactory45059.8
December 1995FairSatisfactorySatisfactorySatisfactory43059.8
January 1994FairSatisfactorySatisfactorySatisfactory39059.8
February 1992FairSatisfactorySatisfactorySatisfactory39059.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.7606880
Substructure
Other Material Abutmentlinear ft.28141400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.152146060
Deck
Other Material Decksq. ft.1,0481,048000
Wearing Surfacessq. ft.1,048001,0480