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EAST ARMUCHEE RD over EAST ARMUCHEE CREEK

Map

Coordinates:
+34.65188, -85.11806
34°39'07" N, 85°07'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST ARMUCHEE RD over EAST ARMUCHEE CREEK
Structure number:000000029500390
Location:1.5 MI SOUTH OF VILLANOW
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:910 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:20.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$352,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorPoorPoorPoor91020.4
January 2015PoorPoorPoorPoor91020.4
January 2013PoorPoorPoorPoor91020.4
January 2011PoorPoorPoorPoor104020.3
January 2009PoorPoorPoorPoor104023.9
February 2007PoorPoorPoorPoor95035.0
January 2005PoorPoorPoorPoor96020.4
January 2003PoorPoorPoorPoor90020.4
December 2000PoorPoorPoorPoor110020.3
November 1998PoorPoorPoorPoor110020.3
May 1996PoorPoorPoorFair110019.1
March 1994PoorPoorGoodFair90030.1
March 1992PoorPoorGoodFair84030.1
October 1990PoorPoorGoodFair76031.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.360003600
Deck
Reinforced Concrete Top Flangesq. ft.1,680001,6800
Wearing Surfacessq. ft.1,4461,446000
Substructure
Reinforced Concrete Pier Walllinear ft.501523120
Reinforced Concrete Abutmentlinear ft.50250250
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.120001200