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HICKMAN FORK ROAD over WOMBLE CREEK

Map

Coordinates:
+32.89880, -84.43410
32°53'56" N, 84°26'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HICKMAN FORK ROAD over WOMBLE CREEK
Structure number:000000029350480
Location:9 MI W OF THOMASTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1995
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:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:78.4
Estimated cost of work:$328,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairGoodGoodSatisfactory49078.4
February 2016FairGoodGoodSatisfactory49078.4
February 2014GoodGoodGoodGood49078.4
February 2012GoodGoodGoodGood60078.4
February 2010GoodGoodGoodGood62078.4
February 2008GoodGoodGoodGood62078.4
February 2006GoodGoodGoodGood39079.4
February 2004GoodGoodGoodGood74078.3
March 2002GoodGoodGoodGood74078.3
June 2000FairSatisfactorySatisfactoryGood48078.4
August 1998GoodVery GoodVery GoodGood47078.4
January 1996GoodVery GoodVery GoodVery Good20084.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.5655010
Steel Pileeach1601420
Steel Protective Coatingsq. ft.260000260
Reinforced Concrete Pier Caplinear ft.5650600
Joints
Pourable Jointlinear ft.9696000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.112112000
Deck
Reinforced Concrete Slabsq. ft.1,5121,512000
Wearing Surfacessq. ft.1,3661,366000