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SR 270 over OCHLOCKONEE RIVER

Map

Coordinates:
+31.31941, -83.87896
31°19'10" N, 83°52'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 270 over OCHLOCKONEE RIVER
Structure number:000000007100420
Location:APP 2.3 MI E OF DOERUN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:36.1 ft. [11.0 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:820 [as of 2011]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:73.2
Estimated cost of work:$844,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201773.2FairGoodGoodSatisfactory-820
January 201563.0FairGoodGoodFair-820
January 201363.0FairGoodGoodFair-820
January 201162.9FairGoodGoodFair-840
January 200962.9FairGoodGoodFair-840
January 200773.2FairGoodGoodSatisfactory-800
February 200573.1FairGoodGoodSatisfactory-830
January 200387.8GoodGoodGoodGood-700
February 200181.0GoodGoodGoodGood-1100
March 199981.0GoodGoodGoodGood-1100
March 199781.0GoodGoodGoodGood-1100
February 199581.2GoodGoodGoodGood-1100
March 199381.2GoodGoodGoodGood-1100
April 199183.2GoodGoodGoodGood-1100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.576576000
Deck
Reinforced Concrete Top Flangesq. ft.4,6804,680000
Substructure
Reinforced Concrete Abutmentlinear ft.6666000
Prestressed Concrete Pileeach1201200
Reinforced Concrete Pier Caplinear ft.8686000
Joints
Pourable Jointlinear ft.155155000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.288288000