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BUCK CREEK ROAD over BUCK CREEK

Map

Coordinates:
+32.35827, -84.42535
32°21'30" N, 84°25'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BUCK CREEK ROAD over BUCK CREEK
Structure number:000000019750240
Location:1 MI SE OF TAZEWELL
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:16.1 ft. [4.9 m]
Total length:208.0 ft. [63.4 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:13
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 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:20 [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:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:41.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$353,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018PoorSatisfactorySatisfactoryPoor2041.0
April 2017PoorSatisfactorySatisfactoryPoor2041.0
April 2016PoorSatisfactorySatisfactoryCritical2041.0
April 2015PoorSatisfactorySatisfactoryCritical2041.0
June 2014PoorSatisfactorySatisfactoryCritical2041.0
April 2013PoorSatisfactoryFairCritical2040.0
July 2012PoorSatisfactoryFairCritical2040.0
July 2011PoorSatisfactoryFairCritical2040.0
June 2010PoorSatisfactoryFairCritical58026.6
May 2009PoorSatisfactoryFairImminent Failure58026.6
April 2007PoorSatisfactoryFairImminent Failure58026.6
February 2007PoorSatisfactoryFairImminent Failure58026.6
October 2005Poor--Imminent Failure54020.7
April 2005FairSatisfactorySatisfactory-54026.8
May 2003PoorSatisfactorySatisfactoryImminent Failure63026.5
July 2001PoorSatisfactorySatisfactoryImminent Failure100019.1
June 1999PoorGoodGoodSerious93019.5
May 1997PoorGoodGoodSerious67026.3
May 1995PoorGoodGoodSerious67026.6
May 1993PoorGoodGoodSerious53027.3
July 1991PoorGoodGoodPoor47027.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4561,26019600
Steel Protective Coatingsq. ft.5,2130005,213
Deck
Reinforced Concrete Decksq. ft.5,2395,09514400
Substructure
Reinforced Concrete Abutmentlinear ft.5353000
Timber Pileeach7066022
Reinforced Concrete Pier Caplinear ft.300300000
Joints
Pourable Jointlinear ft.3242430000