Bridge Statistics for Villa Rica, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21930-1939
- 151970-1979
- 91980-1989
- 81990-1999
- 52000-2009
- 12020-2022
- Bridge Condition - Deck
- 4.2%Very good
- 87.5%Good
- 8.3%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Very good
- 75.0%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 4.2%Very good
- 70.8%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 25.0%Very good
- 60.7%Good
- 14.3%Satisfactory
- Bridge Condition - Culverts
- 93.8%Good
- 6.3%Satisfactory
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Structure Number: 450023, Location: 3.5 MI E OF TEMPLE (Lat: 33.736478, Lng: -84.973928), Route carried "on" structure: US 78, Year Built: 1932, Year Reconstructed: 1979, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 6,120 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 9,180 (year 2031), Design Load: H 15, Features Intersected: LITTLE TALLAPOOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: Superior to present desirable criteria, Waterway Adequacy: Superior 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: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450023, Location: 3.5 MI E OF TEMPLE (Lat: 33.736478, Lng: -84.973928), Route carried "on" structure: US 78, Year Built: 1932, Year Reconstructed: 1979, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 6,120 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 9,180 (year 2031), Design Load: H 15, Features Intersected: LITTLE TALLAPOOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: Superior to present desirable criteria, Waterway Adequacy: Superior 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: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450031, Location: 3 MI S OF VILLA RICA (Lat: 33.688547, Lng: -84.942836), Route carried "on" structure: State highway 61, Year Built: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 26,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 39,030 (year 2031), Design Load: HS 20+Mod, Features Intersected: BAY SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: 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: August 2020, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $15,000, Total Project Cost: $226,000
Structure Number: 450031, Location: 3 MI S OF VILLA RICA (Lat: 33.688547, Lng: -84.942836), Route carried "on" structure: State highway 61, Year Built: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 26,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 39,030 (year 2031), Design Load: HS 20+Mod, Features Intersected: BAY SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: 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: August 2020, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $15,000, Total Project Cost: $226,000
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Structure Number: 450032, Location: IN SW VILLA RICA (Lat: 33.722400, Lng: -84.930619), Route carried "on" structure: County highway 849, Year Built: 1974, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 6,820 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,230 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: S CARROLLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,610,000, Roadway Improvement Cost: $161,000, Total Project Cost: $2,415,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 450032, Location: IN SW VILLA RICA (Lat: 33.722400, Lng: -84.930619), Route carried "on" structure: County highway 849, Year Built: 1974, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 6,820 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,230 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: S CARROLLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,610,000, Roadway Improvement Cost: $161,000, Total Project Cost: $2,415,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 450033, Location: IN W VILLA RICA (Lat: 33.722258, Lng: -84.939219), Route carried "on" structure: State highway 61, Year Built: 1976, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 19,730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 29,595 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: 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: $1,278,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,916,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 450033, Location: IN W VILLA RICA (Lat: 33.722258, Lng: -84.939219), Route carried "on" structure: State highway 61, Year Built: 1976, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 19,730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 29,595 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: 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: $1,278,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,916,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 450034, Location: IN WEST VILLA RICA (Lat: 33.722258, Lng: -84.939447), Route carried "on" structure: State highway 61, Year Built: 1976, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 19,730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 29,595 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.6 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: Better than present minimum criteria, Underclear: Superior 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: $1,375,000, Roadway Improvement Cost: $138,000, Total Project Cost: $2,063,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 450034, Location: IN WEST VILLA RICA (Lat: 33.722258, Lng: -84.939447), Route carried "on" structure: State highway 61, Year Built: 1976, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 19,730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 29,595 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.6 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: Better than present minimum criteria, Underclear: Superior 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: $1,375,000, Roadway Improvement Cost: $138,000, Total Project Cost: $2,063,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 450054, Location: 2.5 MI W OF VILLA RICA (Lat: 33.719272, Lng: -84.956794), Route carried "on" structure: County highway 356, Year Built: 1975, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 4,950 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,425 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: SOUTH VANWERT 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: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,344,000, Roadway Improvement Cost: $134,000, Total Project Cost: $2,016,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 450054, Location: 2.5 MI W OF VILLA RICA (Lat: 33.719272, Lng: -84.956794), Route carried "on" structure: County highway 356, Year Built: 1975, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 4,950 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,425 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: SOUTH VANWERT 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: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,344,000, Roadway Improvement Cost: $134,000, Total Project Cost: $2,016,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 450055, Location: IN SOUTH VILLA RICA (Lat: 33.722656, Lng: -84.921956), Route carried "on" structure: County highway 399, Year Built: 1974, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: I-20, Facility Carried by Structure: DANIEL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, 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: 30.8m (101.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,172,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,758,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 450055, Location: IN SOUTH VILLA RICA (Lat: 33.722656, Lng: -84.921956), Route carried "on" structure: County highway 399, Year Built: 1974, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: I-20, Facility Carried by Structure: DANIEL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, 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: 30.8m (101.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,172,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,758,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 450073, Location: 3.5 MI SE OF TEMPLE (Lat: 33.717369, Lng: -84.975839), Route carried "on" structure: County highway 830, Year Built: 1975, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 855 (year 2031), Design Load: HS 15, Features Intersected: I-20, Facility Carried by Structure: PLEASANT GROVE C R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.0 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,571,000, Roadway Improvement Cost: $157,000, Total Project Cost: $2,356,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 450073, Location: 3.5 MI SE OF TEMPLE (Lat: 33.717369, Lng: -84.975839), Route carried "on" structure: County highway 830, Year Built: 1975, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 855 (year 2031), Design Load: HS 15, Features Intersected: I-20, Facility Carried by Structure: PLEASANT GROVE C R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.0 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,571,000, Roadway Improvement Cost: $157,000, Total Project Cost: $2,356,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 450086, Location: 4.5 MI S OF VILLA RICA (Lat: 33.667219, Lng: -84.943092), Route carried "on" structure: County highway 2278, Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,130 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,195 (year 2031), Design Load: HS 20, Features Intersected: BAY SPRINGS CREEK, Facility Carried by Structure: FLAT ROCK 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: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: 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: Superior 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: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
Structure Number: 450086, Location: 4.5 MI S OF VILLA RICA (Lat: 33.667219, Lng: -84.943092), Route carried "on" structure: County highway 2278, Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,130 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,195 (year 2031), Design Load: HS 20, Features Intersected: BAY SPRINGS CREEK, Facility Carried by Structure: FLAT ROCK 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: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: 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: Superior 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: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
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Structure Number: 455075, Location: 4 MI E OF TEMPLE (Lat: 33.754397, Lng: -84.970328), Route carried "on" structure: County highway 359, Year Built: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: ASTIN CREEK, Facility Carried by Structure: COWN 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: 6.1m (20.0ft), Skew: 1 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 455075, Location: 4 MI E OF TEMPLE (Lat: 33.754397, Lng: -84.970328), Route carried "on" structure: County highway 359, Year Built: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: ASTIN CREEK, Facility Carried by Structure: COWN 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: 6.1m (20.0ft), Skew: 1 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
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Structure Number: 455128, Location: IN WEST VILLA RICA (Lat: 33.737786, Lng: -84.937725), Route carried "on" structure: State highway 101, Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 14,580 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 21,870 (year 2031), Design Load: HS 20+Mod, Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: 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: Superior 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: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 455128, Location: IN WEST VILLA RICA (Lat: 33.737786, Lng: -84.937725), Route carried "on" structure: State highway 101, Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 14,580 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 21,870 (year 2031), Design Load: HS 20+Mod, Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: 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: Superior 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: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 455148, Location: 6 MI SW OF VILLA RICA (Lat: 33.658639, Lng: -84.982728), Route carried "on" structure: County highway 394, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: HOMINY CREEK, Facility Carried by Structure: SANDHILL HICKORY
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: 9.1m (29.9ft), 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: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 455148, Location: 6 MI SW OF VILLA RICA (Lat: 33.658639, Lng: -84.982728), Route carried "on" structure: County highway 394, Year Built: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: HOMINY CREEK, Facility Carried by Structure: SANDHILL HICKORY
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: 9.1m (29.9ft), 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: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 455153, Location: 3.5 MI S OF VILLA RICA (Lat: 33.681197, Lng: -84.939308), Route carried "on" structure: County highway 438, Year Built: 2004, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: BAY SPRINGS CREEK, Facility Carried by Structure: WHITWORTH 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: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
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: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $334,000
Structure Number: 455153, Location: 3.5 MI S OF VILLA RICA (Lat: 33.681197, Lng: -84.939308), Route carried "on" structure: County highway 438, Year Built: 2004, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: BAY SPRINGS CREEK, Facility Carried by Structure: WHITWORTH 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: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
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: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $334,000
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Structure Number: 970007, Location: 2 MI N OF VILLA RICA (Lat: 33.760389, Lng: -84.901619), Route carried "on" structure: State highway 61, Year Built: 1937, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,250 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 15,375 (year 2030), Design Load: H 15, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 970007, Location: 2 MI N OF VILLA RICA (Lat: 33.760389, Lng: -84.901619), Route carried "on" structure: State highway 61, Year Built: 1937, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,250 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 15,375 (year 2030), Design Load: H 15, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 970017, Location: 7.8 MI W OF DOUGLASVILLE (Lat: 33.721558, Lng: -84.879000), Route carried "on" structure: County highway 247, Year Built: 1974, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: I-20 (EBL), Facility Carried by Structure: TYSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,143,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 970017, Location: 7.8 MI W OF DOUGLASVILLE (Lat: 33.721558, Lng: -84.879000), Route carried "on" structure: County highway 247, Year Built: 1974, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: I-20 (EBL), Facility Carried by Structure: TYSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,143,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 970018, Location: 7.8 MI W OF DOUGLASVILLE (Lat: 33.723058, Lng: -84.879158), Route carried "on" structure: County highway 247, Year Built: 1974, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: I-20 (WBL), Facility Carried by Structure: TYSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.1 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $758,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,137,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 970018, Location: 7.8 MI W OF DOUGLASVILLE (Lat: 33.723058, Lng: -84.879158), Route carried "on" structure: County highway 247, Year Built: 1974, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: I-20 (WBL), Facility Carried by Structure: TYSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.1 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $758,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,137,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 970019, Location: 6.75 MI W OF DOUGLASVILLE (Lat: 33.721489, Lng: -84.869069), Route carried "on" structure: Interstate 20, Year Built: 1974, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 68,950 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 103,425 (year 2032), Design Load: HS 20+Mod, Features Intersected: KEATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: November 2021, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000
Structure Number: 970019, Location: 6.75 MI W OF DOUGLASVILLE (Lat: 33.721489, Lng: -84.869069), Route carried "on" structure: Interstate 20, Year Built: 1974, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 68,950 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 103,425 (year 2032), Design Load: HS 20+Mod, Features Intersected: KEATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.062, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: November 2021, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000
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Structure Number: 97002, Location: 7.75 MI W OF DOUGLASVILLE (Lat: 33.721131, Lng: -84.860342), Route carried "on" structure: Interstate 20, Year Built: 1974, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 68,950 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 103,425 (year 2032), Design Load: HS 20+Mod, Features Intersected: KEATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.671, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: November 2021, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $18,000, Total Project Cost: $276,000
Structure Number: 97002, Location: 7.75 MI W OF DOUGLASVILLE (Lat: 33.721131, Lng: -84.860342), Route carried "on" structure: Interstate 20, Year Built: 1974, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 68,950 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 103,425 (year 2032), Design Load: HS 20+Mod, Features Intersected: KEATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.671, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: November 2021, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $18,000, Total Project Cost: $276,000
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Structure Number: 970033, Location: 3.6 MI S OF VILLA RICA (Lat: 33.681197, Lng: -84.886189), Route carried "on" structure: County highway 2278, Year Built: 1980, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,670 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,505 (year 2032), Design Load: HS 15, Features Intersected: DOG RIVER, Facility Carried by Structure: EPHESUS CHURCH ROA
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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 970033, Location: 3.6 MI S OF VILLA RICA (Lat: 33.681197, Lng: -84.886189), Route carried "on" structure: County highway 2278, Year Built: 1980, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,670 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,505 (year 2032), Design Load: HS 15, Features Intersected: DOG RIVER, Facility Carried by Structure: EPHESUS CHURCH ROA
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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 970034, Location: 5.5 MI WEST OF DOUGLASVIL (Lat: 33.718989, Lng: -84.832789), Route carried "on" structure: County highway 2278, Year Built: 1974, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 7,150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,725 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,631,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,447,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 970034, Location: 5.5 MI WEST OF DOUGLASVIL (Lat: 33.718989, Lng: -84.832789), Route carried "on" structure: County highway 2278, Year Built: 1974, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 7,150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,725 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,631,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,447,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 970037, Location: 7 MI SW OF DOUGLASVILLE (Lat: 33.672269, Lng: -84.888869), Route carried "on" structure: County highway 2876, Year Built: 1983, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2032), Design Load: HS 15, Features Intersected: DOG RIVER, Facility Carried by Structure: LIBERTY 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 970037, Location: 7 MI SW OF DOUGLASVILLE (Lat: 33.672269, Lng: -84.888869), Route carried "on" structure: County highway 2876, Year Built: 1983, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2032), Design Load: HS 15, Features Intersected: DOG RIVER, Facility Carried by Structure: LIBERTY 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 970039, Location: 3 MI S OF VILLA RICA (Lat: 33.690858, Lng: -84.893000), Route carried "on" structure: County highway 2876, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,690 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,535 (year 2032), Design Load: HS 20+Mod, Features Intersected: DOG RIVER, Facility Carried by Structure: LIBERTY 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.03m (134.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 970039, Location: 3 MI S OF VILLA RICA (Lat: 33.690858, Lng: -84.893000), Route carried "on" structure: County highway 2876, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,690 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,535 (year 2032), Design Load: HS 20+Mod, Features Intersected: DOG RIVER, Facility Carried by Structure: LIBERTY 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.03m (134.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 97004, Location: 1.5 MI S OF VILLA RICA (Lat: 33.706869, Lng: -84.899578), Route carried "on" structure: County highway 2876, Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,690 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,535 (year 2032), Design Load: HS 20+Mod, Features Intersected: KEATON CREEK TRIB., Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 97004, Location: 1.5 MI S OF VILLA RICA (Lat: 33.706869, Lng: -84.899578), Route carried "on" structure: County highway 2876, Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,690 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,535 (year 2032), Design Load: HS 20+Mod, Features Intersected: KEATON CREEK TRIB., Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 970041, Location: IN EAST VILLA RICA (Lat: 33.724839, Lng: -84.900750), Route carried "on" structure: County highway 2876, Year Built: 1974, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 16,380 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 24,570 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,219,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,829,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 970041, Location: IN EAST VILLA RICA (Lat: 33.724839, Lng: -84.900750), Route carried "on" structure: County highway 2876, Year Built: 1974, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 16,380 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 24,570 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: 970047, Location: 6.4 MI W OF DOUGLASVILLE (Lat: 33.721400, Lng: -84.851169), Route carried "on" structure: Interstate 20, Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 68,950 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 103,425 (year 2032), Design Load: HS 20+Mod, Features Intersected: KEATON CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.671, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 15 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Structural Evaluation: Equal to 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: November 2021, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $294,000
Structure Number: 970047, Location: 6.4 MI W OF DOUGLASVILLE (Lat: 33.721400, Lng: -84.851169), Route carried "on" structure: Interstate 20, Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 68,950 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 103,425 (year 2032), Design Load: HS 20+Mod, Features Intersected: KEATON CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.671, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 15 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Structural Evaluation: Equal to 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: November 2021, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $294,000
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Structure Number: 970049, Location: 3.5 MI N OF VILLA RICA (Lat: 33.778608, Lng: -84.897478), Route carried "on" structure: State highway 61, Year Built: 1993, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 10,150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,225 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: October 2021, Bridge Improvement Cost: $867,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,301,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 970049, Location: 3.5 MI N OF VILLA RICA (Lat: 33.778608, Lng: -84.897478), Route carried "on" structure: State highway 61, Year Built: 1993, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 10,150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,225 (year 2032), Design Load: HS 20+Mod, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: October 2021, Bridge Improvement Cost: $867,000, Roadway Improvement Cost: $87,000, Total Project Cost: $1,301,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 975021, Location: 4.5 MI SE OF VILLA RICA (Lat: 33.678600, Lng: -84.839100), Route carried "on" structure: County highway 206, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOBLEY CREEK, Facility Carried by Structure: BEREA 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: 7.0m (23.0ft), 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: Good, Operating Rating: 46.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 975021, Location: 4.5 MI SE OF VILLA RICA (Lat: 33.678600, Lng: -84.839100), Route carried "on" structure: County highway 206, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOBLEY CREEK, Facility Carried by Structure: BEREA 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: 7.0m (23.0ft), 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: Good, Operating Rating: 46.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 975026, Location: 4.5 MI S OF VILLA RICA (Lat: 33.666389, Lng: -84.871639), Route carried "on" structure: County highway 217, Year Built: 1979, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: DOG RIVER, Facility Carried by Structure: NORTH HELTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 975026, Location: 4.5 MI S OF VILLA RICA (Lat: 33.666389, Lng: -84.871639), Route carried "on" structure: County highway 217, Year Built: 1979, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: DOG RIVER, Facility Carried by Structure: NORTH HELTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 975029, Location: 3.7 MI SOUTH OF VILLA RIC (Lat: 33.674300, Lng: -84.881628), Route carried "on" structure: County highway 239, Year Built: 1989, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Features Intersected: DOG RIVER, Facility Carried by Structure: WEST UNION HILL RO
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: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2021, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $26,000, Total Project Cost: $387,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 975029, Location: 3.7 MI SOUTH OF VILLA RIC (Lat: 33.674300, Lng: -84.881628), Route carried "on" structure: County highway 239, Year Built: 1989, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Features Intersected: DOG RIVER, Facility Carried by Structure: WEST UNION HILL RO
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: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: October 2021, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $26,000, Total Project Cost: $387,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 975032, Location: 3.2 MI E OF VILLA RICA (Lat: 33.730947, Lng: -84.832769), Route carried "on" structure: County highway 250, Year Built: 1992, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORSOU RR (726600K), Facility Carried by Structure: CONNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $699,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,049,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 975032, Location: 3.2 MI E OF VILLA RICA (Lat: 33.730947, Lng: -84.832769), Route carried "on" structure: County highway 250, Year Built: 1992, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,930 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,895 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORSOU RR (726600K), Facility Carried by Structure: CONNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $699,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,049,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 975034, Location: 2.5 MI NE OF VILLA RICA (Lat: 33.767258, Lng: -84.863678), Route carried "on" structure: County highway 269, Year Built: 1993, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: MUD CREEK, Facility Carried by Structure: RAGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $11,000, Total Project Cost: $166,000, Deck Structure Type: Wood or Timber
Structure Number: 975034, Location: 2.5 MI NE OF VILLA RICA (Lat: 33.767258, Lng: -84.863678), Route carried "on" structure: County highway 269, Year Built: 1993, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: MUD CREEK, Facility Carried by Structure: RAGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $11,000, Total Project Cost: $166,000, Deck Structure Type: Wood or Timber
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Structure Number: 975035, Location: 4 MI NE OF VILLA RICA (Lat: 33.767419, Lng: -84.837578), Route carried "on" structure: County highway 271, Year Built: 1979, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: MUD CREEK, Facility Carried by Structure: BRITTAIN 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 975035, Location: 4 MI NE OF VILLA RICA (Lat: 33.767419, Lng: -84.837578), Route carried "on" structure: County highway 271, Year Built: 1979, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: MUD CREEK, Facility Carried by Structure: BRITTAIN 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 975044, Location: 3.5 MI E OF CARROLL CO LN (Lat: 33.670069, Lng: -84.843789), Route carried "on" structure: County highway 204, Year Built: 1987, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Features Intersected: MOBLEY CREEK TRIB., Facility Carried by Structure: DANIELL MILL 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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 975044, Location: 3.5 MI E OF CARROLL CO LN (Lat: 33.670069, Lng: -84.843789), Route carried "on" structure: County highway 204, Year Built: 1987, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Features Intersected: MOBLEY CREEK TRIB., Facility Carried by Structure: DANIELL MILL 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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 975049, Location: 3 MI SOUTH OF VILLA RICA (Lat: 33.686758, Lng: -84.885197), Route carried "on" structure: County highway 243, Year Built: 1997, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: KEATON CREEK, Facility Carried by Structure: COLE 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: 5, Length of Maximum Span: 2.4m (7.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 975049, Location: 3 MI SOUTH OF VILLA RICA (Lat: 33.686758, Lng: -84.885197), Route carried "on" structure: County highway 243, Year Built: 1997, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: KEATON CREEK, Facility Carried by Structure: COLE 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: 5, Length of Maximum Span: 2.4m (7.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
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Structure Number: 975057, Location: 3.0 MI NE OF VILLA RICA (Lat: 33.759144, Lng: -84.853378), Route carried "on" structure: County highway 270, Year Built: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH, Facility Carried by Structure: MANN 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), 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: 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: October 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 975057, Location: 3.0 MI NE OF VILLA RICA (Lat: 33.759144, Lng: -84.853378), Route carried "on" structure: County highway 270, Year Built: 2001, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH, Facility Carried by Structure: MANN 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), 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: 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: October 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
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Structure Number: 975058, Location: 2.0 MI NE OF VILLA RICA (Lat: 33.753964, Lng: -84.862369), Route carried "on" structure: County highway 268, Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH, Facility Carried by Structure: BREWER 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 975058, Location: 2.0 MI NE OF VILLA RICA (Lat: 33.753964, Lng: -84.862369), Route carried "on" structure: County highway 268, Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH, Facility Carried by Structure: BREWER 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
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Structure Number: 975059, Location: 0.1 MI E OF VILLA RICA CL (Lat: 33.728786, Lng: -84.900067), Route carried "on" structure: County highway 2876, Year Built: 2001, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 16,380 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 24,570 (year 2032), Design Load: HS 20, Features Intersected: SR 8 & NOR SOUTHERN RR, Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,125,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,688,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 975059, Location: 0.1 MI E OF VILLA RICA CL (Lat: 33.728786, Lng: -84.900067), Route carried "on" structure: County highway 2876, Year Built: 2001, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 16,380 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 24,570 (year 2032), Design Load: HS 20, Features Intersected: SR 8 & NOR SOUTHERN RR, Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,125,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,688,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 975072, Location: IN NW VILLA RICA (Lat: 33.744517, Lng: -84.900547), Route carried "on" structure: City street 35405, Year Built: 1990, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: SHORELINE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 28, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.24m (33.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $24,864,000, Roadway Improvement Cost: $2,486,000, Total Project Cost: $37,296,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 975072, Location: IN NW VILLA RICA (Lat: 33.744517, Lng: -84.900547), Route carried "on" structure: City street 35405, Year Built: 1990, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: SHORELINE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 28, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.24m (33.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $24,864,000, Roadway Improvement Cost: $2,486,000, Total Project Cost: $37,296,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 975073, Location: 5 MI S OF VILLA RICA (Lat: 33.660289, Lng: -84.861408), Route carried "on" structure: County highway 808, Year Built: 2021, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,950 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,150 (year 2041), Design Load: HS 20, Features Intersected: DOG RIVER, Facility Carried by Structure: POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.4 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $15,984,000, Roadway Improvement Cost: $1,598,000, Total Project Cost: $23,976,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 975073, Location: 5 MI S OF VILLA RICA (Lat: 33.660289, Lng: -84.861408), Route carried "on" structure: County highway 808, Year Built: 2021, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,950 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,150 (year 2041), Design Load: HS 20, Features Intersected: DOG RIVER, Facility Carried by Structure: POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.4 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $15,984,000, Roadway Improvement Cost: $1,598,000, Total Project Cost: $23,976,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2235025, Location: 10 MI S OF DALLAS (Lat: 33.779519, Lng: -84.858669), Route carried "on" structure: County highway 267, Year Built: 1988, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: FRIENDSHIP CH 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2235025, Location: 10 MI S OF DALLAS (Lat: 33.779519, Lng: -84.858669), Route carried "on" structure: County highway 267, Year Built: 1988, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Features Intersected: SWEETWATER CREEK, Facility Carried by Structure: FRIENDSHIP CH 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 450032, Location: IN SW VILLA RICA (Lat: 33.722400, Lng: -84.930619), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 1999), Truck Traffic: 1%, Features Intersected: CR 849 S.CARROLLTON ROAD, Facility Carried by Structure: S CARROLLTON RD
Minimum Vertical Clearance: 6.47m (21.23ft), Kilometerpoint: 40.234, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 450032, Location: IN SW VILLA RICA (Lat: 33.722400, Lng: -84.930619), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 1999), Truck Traffic: 1%, Features Intersected: CR 849 S.CARROLLTON ROAD, Facility Carried by Structure: S CARROLLTON RD
Minimum Vertical Clearance: 6.47m (21.23ft), Kilometerpoint: 40.234, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 450033, Location: IN W VILLA RICA (Lat: 33.722258, Lng: -84.939219), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 1999), Truck Traffic: 1%, Features Intersected: SR 61 NBL, Facility Carried by Structure: SR 61 NBL
Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 38.624, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 450033, Location: IN W VILLA RICA (Lat: 33.722258, Lng: -84.939219), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 1999), Truck Traffic: 1%, Features Intersected: SR 61 NBL, Facility Carried by Structure: SR 61 NBL
Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 38.624, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 450034, Location: IN WEST VILLA RICA (Lat: 33.722258, Lng: -84.939447), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 1999), Truck Traffic: 1%, Features Intersected: SR 61 SBL, Facility Carried by Structure: SR 61 SBL
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 38.624, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 450034, Location: IN WEST VILLA RICA (Lat: 33.722258, Lng: -84.939447), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 1999), Truck Traffic: 1%, Features Intersected: SR 61 SBL, Facility Carried by Structure: SR 61 SBL
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 38.624, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 450054, Location: 2.5 MI W OF VILLA RICA (Lat: 33.719272, Lng: -84.956794), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 1999), Truck Traffic: 1%, Features Intersected: CR 356 SOUTH VANWERT RD., Facility Carried by Structure: SOUTH VANWERT RD
Minimum Vertical Clearance: 6.42m (21.06ft), Kilometerpoint: 37.015, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 450054, Location: 2.5 MI W OF VILLA RICA (Lat: 33.719272, Lng: -84.956794), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 1999), Truck Traffic: 1%, Features Intersected: CR 356 SOUTH VANWERT RD., Facility Carried by Structure: SOUTH VANWERT RD
Minimum Vertical Clearance: 6.42m (21.06ft), Kilometerpoint: 37.015, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 450055, Location: IN SOUTH VILLA RICA (Lat: 33.722656, Lng: -84.921956), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 1999), Truck Traffic: 1%, Features Intersected: CR 399 DANIEL STREET, Facility Carried by Structure: DANIEL STREET
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 40.234, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 450055, Location: IN SOUTH VILLA RICA (Lat: 33.722656, Lng: -84.921956), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 56,900 (year 1999), Truck Traffic: 1%, Features Intersected: CR 399 DANIEL STREET, Facility Carried by Structure: DANIEL STREET
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 40.234, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 450073, Location: 3.5 MI SE OF TEMPLE (Lat: 33.717369, Lng: -84.975839), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 1999), Truck Traffic: 1%, Features Intersected: CR 830 PLEASANT GROVE CH, Facility Carried by Structure: PLEASANT GROVE C R
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 35.406, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 450073, Location: 3.5 MI SE OF TEMPLE (Lat: 33.717369, Lng: -84.975839), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 39,000 (year 1999), Truck Traffic: 1%, Features Intersected: CR 830 PLEASANT GROVE CH, Facility Carried by Structure: PLEASANT GROVE C R
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 35.406, Lanes on structure: 2, Length of Maximum Span: 0.0m