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PALMYRA ROAD over FOWLTOWN CREEK

Map

Coordinates:
+31.64974, -84.19718
31°38'59" N, 84°11'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PALMYRA ROAD over FOWLTOWN CREEK
Structure number:000000017700150
Location:APP 2 MI N OF ALBANY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:15.1 ft. [4.6 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:County Highway Agency [02]
Year built:1955
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:8
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,500 [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:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 minimum criteria [6]
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:64.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$703,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood150064.8
February 2016GoodGoodGoodGood150064.8
February 2014FairGoodGoodSatisfactory150064.8
February 2012FairGoodGoodSatisfactory145062.8
February 2010FairGoodGoodSatisfactory152062.7
February 2008PoorGoodGoodSerious152012.5
February 2007PoorGoodGoodSerious155012.3
February 2006PoorGoodGoodSerious159012.1
February 2004FairGoodGoodFair140052.5
February 2002FairGoodGoodSatisfactory130069.5
February 2000FairGoodGoodSatisfactory142069.4
March 1998FairGoodGoodFair142058.2
October 1995FairGoodGoodFair142059.2
January 1994FairGoodGoodFair142059.2
January 1992FairGoodGoodFair142059.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.7070000
Steel Pileeach2828000
Reinforced Concrete Pier Caplinear ft.189189000
Joints
Pourable Jointlinear ft.192192000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000
Deck
Reinforced Concrete Slabsq. ft.3,2642,1771,08700
Wearing Surfacessq. ft.408408000