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HARBUCK POND RD over SHOAL CREEK

Map

Coordinates:
+32.41430, -84.47484
32°24'51" N, 84°28'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARBUCK POND RD over SHOAL CREEK
Structure number:000000019750030
Location:2 MI NW OF TAZEWELL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1960
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:6
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: April 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:10 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:51.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$248,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorSatisfactoryGoodPoor1051.2
April 2015PoorSatisfactoryGoodPoor1051.2
April 2013PoorSatisfactoryGoodPoor1051.2
July 2011PoorSatisfactoryGoodPoor1051.2
May 2009PoorSatisfactoryGoodPoor14048.6
April 2007PoorSatisfactoryGoodPoor16055.9
April 2005PoorSatisfactoryGoodPoor7058.8
May 2003PoorSatisfactoryGoodPoor10055.9
July 2001PoorSatisfactoryGoodPoor10055.9
May 1999PoorSatisfactoryGoodPoor9059.2
April 1997PoorSatisfactoryGoodPoor9059.2
April 1995FairSatisfactoryGoodFair9075.2
May 1993FairSatisfactoryGoodFair9075.2
July 1991FairGoodGoodFair9075.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.672672000
Steel Protective Coatingsq. ft.2,4060002,406
Deck
Reinforced Concrete Decksq. ft.2,4242,32410000
Substructure
Reinforced Concrete Abutmentlinear ft.5252000
Timber Pileeach2015320
Reinforced Concrete Pier Caplinear ft.130130000
Joints
Pourable Jointlinear ft.144001440