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CR 205 FRANK SESSO over POLLY BRANCH

Map

Coordinates:
+31.10082, -82.70716
31°06'03" N, 82°42'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 205 FRANK SESSO over POLLY BRANCH
Structure number:000000006500480
Location:APP 5 MI N OF HOMERVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:1962
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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:530 [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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:86.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$264,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodGoodSatisfactory53086.6
June 2015FairGoodGoodSatisfactory53086.6
June 2013FairGoodGoodSatisfactory53086.6
June 2011FairSatisfactorySatisfactoryFair58075.6
July 2009FairSatisfactorySatisfactoryFair42075.7
June 2007FairSatisfactorySatisfactoryFair39075.7
June 2005FairSatisfactorySatisfactoryFair35075.7
June 2003FairSatisfactorySatisfactoryFair40075.7
July 2001FairSatisfactorySatisfactoryFair50072.7
August 1999FairSatisfactorySatisfactoryFair43072.1
June 1997FairSatisfactorySatisfactoryFair43074.1
June 1995FairSatisfactorySatisfactoryFair43080.8
July 1993FairSatisfactorySatisfactoryFair43080.8
July 1991FairSatisfactorySatisfactoryFair39080.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6262000
Timber Pileeach100910
Reinforced Concrete Pier Caplinear ft.6262000
Joints
Pourable Jointlinear ft.1441242000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Deck
Reinforced Concrete Slabsq. ft.1,4101,410000
Wearing Surfacessq. ft.1,4101,410000