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

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Structure Number: 1890004,  Location: 3.6 MI SE OF THOMSON (Lat: 33.438269,  Lng: -82.450628),  Route carried "on" structure: US 78,  Year Built: 1931,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 4,420 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,630 (year 2031),  Design Load: H 15,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $422,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1890005,  Location: 4.3 MI SE OF THOMSON (Lat: 33.431156,  Lng: -82.440986),  Route carried "on" structure: US 78,  Year Built: 1928,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,420 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,630 (year 2031),  Design Load: H 15,  Features Intersected: SWEETWATER CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.578,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2021,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $224,000

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Structure Number: 1890008,  Location: 3.7 MI NE OF THOMSON (Lat: 33.514158,  Lng: -82.477008),  Route carried "on" structure: County highway 24,  Year Built: 1966,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 370 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 555 (year 2031),  Design Load: H 15,  Features Intersected: I-20,  Facility Carried by Structure: SCUFFEL 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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  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: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $821,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,231,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1890012,  Location: 4 MI NE OF THOMSON (Lat: 33.506478,  Lng: -82.453644),  Route carried "on" structure: State highway 150,  Year Built: 1983,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,350 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,025 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: GERMANY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $322,000

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Structure Number: 1890013,  Location: 4.6 MI NE OF THOMSON (Lat: 33.511239,  Lng: -82.446689),  Route carried "on" structure: State highway 150,  Year Built: 1966,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 2,270 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,405 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,422,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $2,133,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1890016,  Location: 2.7 MI NW OF THOMSON (Lat: 33.494758,  Lng: -82.535558),  Route carried "on" structure: State highway 223,  Year Built: 1936,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 450 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2031),  Design Load: H 15,  Features Intersected: MATTOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: January 2021,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $252,000

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Structure Number: 1890018,  Location: 3.4 MI NW OF THOMSON (Lat: 33.507619,  Lng: -82.534417),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 24,490 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,735 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MATTOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 273.589,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: January 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 1890019,  Location: 4.1 MI NE OF THOMSON (Lat: 33.512339,  Lng: -82.458558),  Route carried "on" structure: Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 28,780 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,170 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: GERMANY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 280.026,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $563,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 189002,  Location: 4.1 MI NE OF THOMSON (Lat: 33.512594,  Lng: -82.458550),  Route carried "on" structure: Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 28,780 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,170 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: GERMANY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 281.635,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $563,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1890026,  Location: 3.2 MI N OF THOMSON (Lat: 33.509158,  Lng: -82.521728),  Route carried "on" structure: County highway 2150,  Year Built: 1968,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 310 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 465 (year 2031),  Design Load: HS 15,  Features Intersected: I-20,  Facility Carried by Structure: WRIGHTSBORO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,160,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,741,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1890029,  Location: 4.5 MI SE OF THOMSON (Lat: 33.414928,  Lng: -82.453228),  Route carried "on" structure: County highway 2543,  Year Built: 1964,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,110 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,665 (year 2031),  Design Load: H 15,  Features Intersected: SWEETWATER CREEK,  Facility Carried by Structure: WIRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

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: January 2021,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $211,000

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Structure Number: 1895006,  Location: 3.6 MI SW OF THOMSON (Lat: 33.413939,  Lng: -82.506747),  Route carried "on" structure: County highway 124,  Year Built: 1980,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 300 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 450 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WHITES CREEK,  Facility Carried by Structure: OLD MILLEDGEVILLE
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: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: January 2021,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $252,000

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Structure Number: 1895009,  Location: 4.7 MI NE OF THOMSON (Lat: 33.531847,  Lng: -82.485689),  Route carried "on" structure: County highway 8,  Year Built: 1984,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 300 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 450 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITTLE GERMANY CREEK,  Facility Carried by Structure: STAGECOACH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  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: 2.1m (6.9ft)

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: January 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000

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Structure Number: 1895014,  Location: 4.5 MI N OF THOMSON (Lat: 33.527128,  Lng: -82.531736),  Route carried "on" structure: County highway 2150,  Year Built: 1996,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 310 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 465 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MATTOX CREEK,  Facility Carried by Structure: WRIGHTSBORO ROAD
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: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $238,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $358,000

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Structure Number: 1895016,  Location: 3 MI N OF THOMSON (Lat: 33.511339,  Lng: -82.502250),  Route carried "on" structure: US 78,  Year Built: 1999,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 4,120 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,180 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,263,000,  Roadway Improvement Cost: $226,000,  Total Project Cost: $3,394,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1895017,  Location: 3 MI W OF THOMSON (Lat: 33.474761,  Lng: -82.551492),  Route carried "on" structure: County highway 445,  Year Built: 2000,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 250 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 375 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CR 166 & MATTOX CREEK,  Facility Carried by Structure: W THOMSON BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,211,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,817,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1895019,  Location: 3.8 MI NE OF THOMSON (Lat: 33.511872,  Lng: -82.498247),  Route carried "on" structure: US 78,  Year Built: 2010,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 4,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,225 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.7 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,352,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,028,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 189502,  Location: 3.8 MI NE OF THOMSON (Lat: 33.512000,  Lng: -82.498519),  Route carried "on" structure: US 78,  Year Built: 2010,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 4,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,225 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.7 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,352,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,028,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1895021,  Location: 0.8 MI NE OF THOMSON (Lat: 33.464408,  Lng: -82.472814),  Route carried "on" structure: US 78,  Year Built: 2009,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 4,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,225 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: TEMPLE RD - CSX RR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,110,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,664,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1895022,  Location: 0.8 MI NE OF THOMSON (Lat: 33.464411,  Lng: -82.473097),  Route carried "on" structure: US 78,  Year Built: 2009,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 4,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,225 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: TEMPLE RD - CSX RR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,110,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,664,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1895023,  Location: 0.6 MI NE OF THOMSON (Lat: 33.483939,  Lng: -82.484092),  Route carried "on" structure: State highway 10,  Year Built: 2010,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 4,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,225 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SILLS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: January 2021,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $621,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1895024,  Location: 0.6 MI NE OF THOMSON (Lat: 33.483733,  Lng: -82.484078),  Route carried "on" structure: State highway 10,  Year Built: 2010,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 4,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,225 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SILLS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: January 2021,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $621,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1895025,  Location: 1.2 MI NE OF THOMSON (Lat: 33.469217,  Lng: -82.468928),  Route carried "on" structure: US 78,  Year Built: 2009,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 4,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,225 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DANLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: January 2021,  Bridge Improvement Cost: $332,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $498,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1895026,  Location: 0.2 MI NE OF THOMSON (Lat: 33.469250,  Lng: -82.469167),  Route carried "on" structure: US 78,  Year Built: 2009,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 4,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,225 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DANLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $332,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $498,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1895027,  Location: 4.1 MI NW OF THOMSON (Lat: 33.505458,  Lng: -82.555228),  Route carried "on" structure: County highway 21,  Year Built: 2012,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 5,350 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,850 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: THREE POINTS RD
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: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,039,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,559,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1890008,  Location: 3.7 MI NE OF THOMSON (Lat: 33.514158,  Lng: -82.477008),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 29,200 (year 2010),  Truck Traffic: 2%,  Features Intersected: CR 24 SCUFFEL ROAD,  Facility Carried by Structure: SCUFFEL ROAD
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 278.417,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1890013,  Location: 4.6 MI NE OF THOMSON (Lat: 33.511239,  Lng: -82.446689),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 33,400 (year 2010),  Truck Traffic: 8%,  Features Intersected: SR 150,  Facility Carried by Structure: SR 150
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 281.635,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1890026,  Location: 3.2 MI N OF THOMSON (Lat: 33.509158,  Lng: -82.521728),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 27,300 (year 2010),  Truck Traffic: 8%,  Features Intersected: S-2150 WRIGHTSBORO ROAD,  Facility Carried by Structure: WRIGHTSBORO ROAD
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 275.198,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1895016,  Location: 3 MI N OF THOMSON (Lat: 33.511339,  Lng: -82.502250),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 29,200 (year 2010),  Truck Traffic: 12%,  Features Intersected: SR 10 (US 78),  Facility Carried by Structure: US 78, SR 10
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 276.807,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 1895017,  Location: 3 MI W OF THOMSON (Lat: 33.474761,  Lng: -82.551492),  Route carried "under" structure: County highway 166,  Structure Length: 0. m,  Average Daily Traffic: 90 (year 2010),  Truck Traffic: 2%,  Features Intersected: CR 445,  Facility Carried by Structure: W THOMSON BYPASS
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1895019,  Location: 3.8 MI NE OF THOMSON (Lat: 33.511872,  Lng: -82.498247),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2010),  Truck Traffic: 8%,  Features Intersected: SR 10,  Facility Carried by Structure: US 78, SR 10, SR 1
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 276.807,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 189502,  Location: 3.8 MI NE OF THOMSON (Lat: 33.512000,  Lng: -82.498519),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2010),  Truck Traffic: 8%,  Features Intersected: SR 10,  Facility Carried by Structure: US 78, SR 10, SR 1
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 276.807,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1895021,  Location: 0.8 MI NE OF THOMSON (Lat: 33.464408,  Lng: -82.472814),  Route carried "under" structure: County highway 409,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 1%,  Features Intersected: US 78, SR 10, S,  Facility Carried by Structure: US 78, SR 10, SR 1
Minimum Vertical Clearance: 7.28m (23.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1895022,  Location: 0.8 MI NE OF THOMSON (Lat: 33.464411,  Lng: -82.473097),  Route carried "under" structure: County highway 409,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 1%,  Features Intersected: US 78, SR 10, S,  Facility Carried by Structure: US 78, SR 10, SR 1
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1895027,  Location: 4.1 MI NW OF THOMSON (Lat: 33.505458,  Lng: -82.555228),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 5,350 (year 2012),  Truck Traffic: 12%,  Features Intersected: CR 21 THREE POINTS RD,  Facility Carried by Structure: THREE POINTS RD
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 271.979,  Lanes on structure: 2,  Length of Maximum Span: 0.0m