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BOGGY CREEK RD over LITTLE SATILLA CREEK

Map

Coordinates:
+31.51058, -82.01681
31°30'38" N, 82°01'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BOGGY CREEK RD over LITTLE SATILLA CREEK
Structure number:000000030500260
Location:1 MI N OF SCREVEN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:259.9 ft. [79.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1956
Year reconstructed:2003
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:Concrete [1]
Main spans design:Channel beam [22]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:400 [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: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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:79.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$473,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory40079.9
May 2015FairSatisfactorySatisfactorySatisfactory40079.9
April 2013FairSatisfactorySatisfactoryFair40068.8
April 2011FairGoodGoodSatisfactory56078.3
March 2009FairGoodGoodSatisfactory56078.3
March 2007FairGoodGoodSatisfactory52078.3
March 2005FairGoodGoodSatisfactory52078.3
March 2003FairGoodGoodSatisfactory50078.3
March 2001FairGoodGoodFair50053.7
July 1999PoorGoodGoodPoor50040.6
October 1996FairGoodGoodFair50064.7
February 1995FairGoodGoodFair47064.7
January 1993FairGoodGoodFair47064.7
December 1990FairGoodGoodFair47064.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,0802,074600
Deck
Reinforced Concrete Top Flangesq. ft.6,5786,06351500
Substructure
Reinforced Concrete Abutmentlinear ft.5252000
Timber Pileeach60263310
Reinforced Concrete Pier Caplinear ft.312312000
Joints
Pourable Jointlinear ft.322322000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.520520000