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CR 27 over FIVE MILE CREEK

Map

Coordinates:
+31.19834, -83.12069
31°11'54" N, 83°07'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 27 over FIVE MILE CREEK
Structure number:000000001950120
Location:APP 6 MI E OF NASHVILLE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:102.0 ft. [31.1 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:1970
Year reconstructed:2002
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: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: July 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:240 [as of 2011]
Truck traffic:6% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:84.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$598,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodGoodGoodGood24084.8
July 2014GoodGoodGoodGood24084.8
June 2012FairSatisfactorySatisfactorySatisfactory24084.8
July 2010FairSatisfactorySatisfactorySatisfactory149073.5
June 2008FairSatisfactorySatisfactorySatisfactory149073.5
June 2006FairSatisfactorySatisfactorySatisfactory136073.5
May 2004FairSatisfactorySatisfactorySatisfactory132073.5
July 2002FairSatisfactorySatisfactorySatisfactory97073.2
June 2000PoorSatisfactorySatisfactoryPoor57032.8
October 1998PoorSatisfactorySatisfactoryPoor57036.7
July 1996FairSatisfactoryGoodSatisfactory46078.4
August 1994FairSatisfactoryGoodFair45063.0
October 1992FairSatisfactoryGoodFair40064.1
January 1991FairGoodGoodFair27064.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.815815000
Deck
Reinforced Concrete Top Flangesq. ft.2,5702,570000
Substructure
Reinforced Concrete Abutmentlinear ft.5454000
Timber Pileeach2020000
Reinforced Concrete Pier Caplinear ft.108108000
Joints
Pourable Jointlinear ft.144144000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.205205000