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Bridge Statistics for Rutledge, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 17Number of bridges
  • 223ft / 67.7mTotal length
  • $108,866,000Total costs
  • 95,430Total average daily traffic
  • 10,200Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Rutledge
  • No street view available for this location

New bridges in Rutledge, GA - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 11950-1959
  • 21960-1969
  • 51980-1989
  • 31990-1999
  • 12000-2009
  • 12010-2019
Average Bridge Daily Traffic in Rutledge, GA
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Very good
  • 75.0%Good
  • 12.5%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 54.5%Very good
  • 9.1%Good
  • 36.4%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 83.3%Good
  • 16.7%Satisfactory
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Structure Number: 2110009,  Location: 3.4 MI S OF RUTLEDGE (Lat: 33.581178,  Lng: -83.588800),  Route carried "on" structure: County highway 69,  Year Built: 1967,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 620 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 930 (year 2030),  Design Load: HS 15,  Features Intersected: I-20,  Facility Carried by Structure: FEARS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,309,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,963,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 211002,  Location: 2.8 MI S OF RUTLEDGE (Lat: 33.586969,  Lng: -83.610389),  Route carried "on" structure: County highway 256,  Year Built: 1968,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 1,330 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,995 (year 2030),  Design Load: H 15,  Features Intersected: I-20,  Facility Carried by Structure: CENTENNIAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,219,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,829,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2110049,  Location: 1.8 MI S OF RUTLEDGE (Lat: 33.608358,  Lng: -83.622550),  Route carried "on" structure: County highway 2153,  Year Built: 1992,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 900 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,350 (year 2030),  Design Load: H 15,  Features Intersected: RAWLINGS BRANCH,  Facility Carried by Structure: NEWBORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000
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Structure Number: 211005,  Location: IN RUTLEDGE (Lat: 33.618308,  Lng: -83.612858),  Route carried "on" structure: County highway 2153,  Year Built: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,500 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: RICE CREEK,  Facility Carried by Structure: NEWBORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000
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Structure Number: 2110051,  Location: 1.8 MI N OF RUTLEDGE (Lat: 33.650339,  Lng: -83.602178),  Route carried "on" structure: County highway 2153,  Year Built: 1940,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 950 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,425 (year 2030),  Design Load: H 15,  Features Intersected: STILL BRANCH,  Facility Carried by Structure: FAIRPLAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.27m (135.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $199,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2110052,  Location: 2 MI N OF RUTLEDGE (Lat: 33.654969,  Lng: -83.603650),  Route carried "on" structure: County highway 2153,  Year Built: 1989,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 950 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,425 (year 2030),  Design Load: H 15,  Features Intersected: ROCKY CREEK,  Facility Carried by Structure: FAIRPLAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $246,000
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Structure Number: 2110053,  Location: 2.8 MI N OF RUTLEDGE (Lat: 33.665289,  Lng: -83.600619),  Route carried "on" structure: County highway 2153,  Year Built: 1951,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,270 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,905 (year 2030),  Design Load: H 15,  Features Intersected: HARD LABOR CREEK,  Facility Carried by Structure: FAIRPLAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $311,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2115007,  Location: 2.1 MI NE OF RUTLEDGE (Lat: 33.637508,  Lng: -83.576608),  Route carried "on" structure: County highway 40,  Year Built: 1981,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 140 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2030),  Design Load: HS 15,  Features Intersected: HARD LABOR CREEK,  Facility Carried by Structure: FAMBROUGH BR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $938,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2115008,  Location: 2 MI NW OF RUTLEDGE (Lat: 33.640828,  Lng: -83.641019),  Route carried "on" structure: County highway 45,  Year Built: 1991,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 620 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 930 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: ROCKY CREEK,  Facility Carried by Structure: HAWKINS ACADEMY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000
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Structure Number: 2115012,  Location: 2.2 MI SE OF RUTLEDGE (Lat: 33.602247,  Lng: -83.598878),  Route carried "on" structure: County highway 70,  Year Built: 1980,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 620 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 930 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: RAWLINGS BRANCH,  Facility Carried by Structure: FEARS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000
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Structure Number: 2115056,  Location: 3.5 MI SW OF RUTLEDGE (Lat: 33.583247,  Lng: -83.641678),  Route carried "on" structure: County highway 2153,  Year Built: 1996,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,050 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,575 (year 2030),  Design Load: H 15,  Features Intersected: HUNNICUT CREEK TRIB,  Facility Carried by Structure: NEWBORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000
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Structure Number: 2115064,  Location: 2.8 MI S OF RUTLEDGE (Lat: 33.593058,  Lng: -83.630569),  Route carried "on" structure: County highway 2153,  Year Built: 2003,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 1,900 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,300 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: NEWBORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,089,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,634,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2975034,  Location: 5.5 MI E OF SOCIAL CIRCLE (Lat: 33.681428,  Lng: -83.630458),  Route carried "on" structure: County highway 216,  Year Built: 1985,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: HARD LABOR CREEK,  Facility Carried by Structure: BROWNING SHOALS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $711,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,067,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 2975095,  Location: 5 MI NE OF SOCIAL CIRCLE (Lat: 33.691481,  Lng: -83.636417),  Route carried "on" structure: County highway 240,  Year Built: 2014,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 490 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: HARD LABOR CREEK,  Facility Carried by Structure: SOC CIR FAIRPLAY R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.43m (89.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $66,600,000,  Roadway Improvement Cost: $6,660,000,  Total Project Cost: $99,900,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2110009,  Location: 3.4 MI S OF RUTLEDGE (Lat: 33.581178,  Lng: -83.588800),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 27,700 (year 2010),  Truck Traffic: 12%,  Features Intersected: CR 69 FEARS ROAD,  Facility Carried by Structure: FEARS ROAD
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 172.200,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 211002,  Location: 2.8 MI S OF RUTLEDGE (Lat: 33.586969,  Lng: -83.610389),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 27,700 (year 2010),  Truck Traffic: 12%,  Features Intersected: CR 256 CENTENNIAL ROAD,  Facility Carried by Structure: CENTENNIAL ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 170.590,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 2115064,  Location: 2.8 MI S OF RUTLEDGE (Lat: 33.593058,  Lng: -83.630569),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 27,700 (year 2010),  Truck Traffic: 12%,  Features Intersected: CR 248 NEWBORN,  Facility Carried by Structure: NEWBORN ROAD
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 168.981,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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