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POPLAR SPRINGS RD over KINCHAFOONEE CRK TRIB

Map

Coordinates:
+32.37109, -84.58192
32°22'16" N, 84°34'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:POPLAR SPRINGS RD over KINCHAFOONEE CRK TRIB
Structure number:000000019750070
Location:5 MI WNW OF BUENA VISTA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:80.1 ft. [24.4 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:5
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:40 [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:Meets minimum tolerable limits to be left in place as is [4]
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:38.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$228,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorSatisfactorySatisfactoryPoor4038.9
April 2015PoorSatisfactorySatisfactoryPoor4038.9
April 2014PoorSatisfactorySatisfactorySerious4038.9
April 2013PoorSatisfactorySatisfactorySerious4038.9
July 2012PoorSatisfactoryGoodSerious4038.9
July 2011PoorSatisfactoryGoodSerious4038.9
February 2011PoorSatisfactoryGoodSerious62025.9
February 2010PoorSatisfactoryGoodSerious62025.9
May 2007PoorSatisfactoryGoodPoor60044.6
April 2005PoorSatisfactoryGoodPoor39045.9
May 2003PoorSatisfactoryGoodPoor74042.7
June 2001PoorSatisfactoryGoodPoor74048.9
May 1999PoorGoodGoodPoor47039.7
April 1997PoorGoodGoodPoor43047.7
April 1995PoorGoodGoodPoor43049.7
May 1993PoorGoodGoodPoor40047.7
July 1991PoorGoodGoodPoor27047.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.560056000
Steel Protective Coatingsq. ft.2,0054011,2000404
Deck
Reinforced Concrete Decksq. ft.1,92001,92000
Substructure
Reinforced Concrete Abutmentlinear ft.5050000
Timber Pileeach1612400
Reinforced Concrete Pier Caplinear ft.301301000
Joints
Pourable Jointlinear ft.120001200