Share:

GEORGE SMITH RD over HACKASOFKE CREEK

Map

Coordinates:
+32.74520, -84.37654
32°44'43" N, 84°22'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.5249300
Steel Pileeach34221110
Steel Protective Coatingsq. ft.1,97001,931390
Reinforced Concrete Pier Caplinear ft.156154200
Joints
Pourable Jointlinear ft.168001680
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.210210000
Deck
Reinforced Concrete Slabsq. ft.2,7652,765000