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ALVA J HOPKIN BR. over SATILLA RIVER

Map 

Coordinates:
+30.94560, -81.89917
30°56'44" N, 81°53'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ALVA J HOPKIN BR. over SATILLA RIVER
Structure number:000000004900380
Location:CHARLTON-CAMDEN CO LINE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:153.9 ft. [46.9 m]
Total length:803.2 ft. [244.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:530 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:95.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,706,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201595.5FairSatisfactorySatisfactorySatisfactory-530
July 201395.5FairSatisfactoryGoodSatisfactory-530
July 201195.5FairSatisfactoryGoodSatisfactory-480
June 200995.4FairSatisfactoryGoodSatisfactory-670
May 200795.4FairSatisfactoryGoodSatisfactory-670
June 200595.4FairSatisfactoryGoodSatisfactory-600
June 200387.7FairSatisfactoryGoodSatisfactory-800
August 200181.6FairSatisfactoryVery GoodSatisfactoryFO2400
October 199965.5FairSatisfactoryVery GoodSatisfactoryFO2300
February 199778.2GoodGoodGoodGood-640
February 199581.2GoodGoodGoodGood-640
January 199382.2FairGoodSatisfactoryGood-640
January 199182.2FairGoodSatisfactoryGood-640