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CR 27 over FIVE MILE CREEK

Map

Coordinates:
+31.19826, -83.12073
31°11'54" N, 83°07'15" 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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201684.8GoodGoodGoodGood-240
July 201484.8GoodGoodGoodGood-240
June 201284.8FairSatisfactorySatisfactorySatisfactory-240
July 201073.5FairSatisfactorySatisfactorySatisfactory-1490
June 200873.5FairSatisfactorySatisfactorySatisfactory-1490
June 200673.5FairSatisfactorySatisfactorySatisfactory-1360
May 200473.5FairSatisfactorySatisfactorySatisfactory-1320
July 200273.2FairSatisfactorySatisfactorySatisfactory-970
June 200032.8PoorSatisfactorySatisfactoryPoorSD570
October 199836.7PoorSatisfactorySatisfactoryPoorSD570
July 199678.4FairSatisfactoryGoodSatisfactory-460
August 199463.0FairSatisfactoryGoodFair-450
October 199264.1FairSatisfactoryGoodFair-400
January 199164.1FairGoodGoodFair-270

Element Data

Source: National Bridge Elements dataset, 2016 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.2626000
Timber Pileeach2020000
Reinforced Concrete Pier Caplinear ft.108108000
Joints
Pourable Jointlinear ft.144144000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.205205000