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CR 22 over CARTER CREEK

Map

Coordinates:
+31.63663, -84.72043
31°38'12" N, 84°43'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 22 over CARTER CREEK
Structure number:000000024350060
Location:10 MILES SOUTHEAST OF CUT
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1965
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:14
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: June 2016

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:810 [as of 2008]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:15.8 tons [14.4 metric tons]
Inventory rating:8.9 tons [8.1 metric tons]
Sufficiency rating:21.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,231,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201621.9PoorSatisfactorySatisfactorySeriousSD810
June 201421.9PoorSatisfactorySatisfactorySeriousSD810
June 201221.9PoorSatisfactorySatisfactorySeriousSD810
June 201021.9PoorSatisfactorySatisfactorySeriousSD810
July 200866.5FairSatisfactorySatisfactoryFair-810
June 200621.1PoorSatisfactorySatisfactoryPoorSD1080
June 200429.0PoorSatisfactorySatisfactoryPoorSD650
July 200221.4PoorSatisfactorySatisfactoryPoorSD970
June 200030.6PoorSatisfactorySatisfactoryPoorSD290
August 199835.9PoorGoodGoodPoorSD290
April 199635.9PoorGoodGoodPoorSD290
May 199420.9----SD290
May 199234.9PoorGoodGoodPoorSD290
April 199072.4FairGoodGoodFair-210

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6060000
Timber Pileeach7979000
Reinforced Concrete Pier Caplinear ft.325325000
Joints
Pourable Jointlinear ft.3602936700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.420420000
Deck
Reinforced Concrete Slabsq. ft.5,2925,292000