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GEORGE SMITH RD over HACKASOFKE CREEK

Map

Coordinates:
+32.74520, -84.37654
32°44'43" N, 84°22'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:GEORGE SMITH RD over HACKASOFKE CREEK
Structure number:000000026350040
Location:7 MI NE OF TALBOTTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1960
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:7
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: January 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:490 [as of 2012]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:61.6
Estimated cost of work:$615,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201661.6FairGoodGoodSatisfactory-490
January 201461.6FairGoodGoodSatisfactory-490
January 201260.5FairGoodGoodSatisfactory-600
February 201060.5FairGoodGoodSatisfactory-620
January 200874.6FairGoodGoodSatisfactory-620
December 200574.7FairGoodGoodSatisfactory-390
December 200316.5----SD740
January 200222.4PoorGoodGoodImminent FailureSD740
February 200023.5PoorGoodGoodSeriousSD470
January 199823.7PoorGoodGoodSeriousSD430
January 199624.0PoorGoodGoodSeriousSD430
January 199424.1PoorGoodGoodPoorSD400
December 199121.2PoorGoodGoodPoorSD270