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PIEDMONT ROAD over POTATO CREEK

Map

Coordinates:
+33.01946, -84.25885
33°01'10" N, 84°15'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PIEDMONT ROAD over POTATO CREEK
Structure number:000000017100300
Location:IN PIEDMONT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:61.0 ft. [18.6 m]
Total length:201.1 ft. [61.3 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:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:440 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Critical [2 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:Better than present minimum criteria [7]
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:29.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$394,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorGoodSatisfactoryCritical44029.7
March 2015PoorGoodSatisfactoryCritical44029.7
March 2013PoorGoodSatisfactoryCritical44029.7
May 2012PoorGoodSatisfactoryImminent Failure47028.1
March 2012PoorGoodSatisfactoryImminent Failure47028.1
March 2009PoorGoodSatisfactoryPoor38028.2
March 2007PoorGoodSatisfactoryPoor40028.2
March 2005PoorGoodSatisfactoryPoor38028.2
April 2003PoorGoodSatisfactoryImminent Failure40028.2
May 2001FairGoodSatisfactoryFair80022.9
March 1999FairSatisfactorySatisfactoryFair133022.2
June 1997PoorFairFairSerious133021.0
February 1995PoorFairFairSerious123021.0
May 1993PoorSatisfactorySatisfactorySerious123022.3
August 1991PoorSatisfactorySatisfactorySerious123022.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.244024400
Steel Protective Coatingsq. ft.2,1450002,145
Deck
Reinforced Concrete Decksq. ft.1,5371,537000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.5252000
Steel Pileeach44000
Steel Protective Coatingsq. ft.205205000
Timber Pileeach2726100
Steel Pier Caplinear ft.6060000
Steel Protective Coatingsq. ft.350350000
Reinforced Concrete Pier Caplinear ft.156155010
Joints
Pourable Jointlinear ft.216216000
Bearings
Movable Bearingeach40400
Steel Protective Coatingsq. ft.80008
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.80008
Deck
Reinforced Concrete Slabsq. ft.3,5283,528000
Wearing Surfacessq. ft.956956000