Bridge Statistics for Kingston, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 135ft / 41.2mTotal length
- $21,931,000Total costs
- 39,165Total average daily traffic
- 583Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kingston
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11950-1959
- 21960-1969
- 21970-1979
- 31980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Very good
- 42.9%Good
- 28.6%Satisfactory
- Bridge Condition - Substructure
- 14.3%Very good
- 42.9%Good
- 42.9%Satisfactory
- Bridge Condition - Channel
- 50.0%Very good
- 14.3%Good
- 28.6%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 62.5%Good
- 37.5%Satisfactory
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Structure Number: 150025, Location: 2.6 MI SW OF KINGSTON (Lat: 34.209039, Lng: -84.978589), Route carried "on" structure: US 411, Year Built: 1959, Year Reconstructed: 2017, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 15,890 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 23,835 (year 2035), Design Load: HS 20+Mod, Features Intersected: ETOWAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $1,395,000, Roadway Improvement Cost: $139,000, Total Project Cost: $2,092,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
Structure Number: 150025, Location: 2.6 MI SW OF KINGSTON (Lat: 34.209039, Lng: -84.978589), Route carried "on" structure: US 411, Year Built: 1959, Year Reconstructed: 2017, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 15,890 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 23,835 (year 2035), Design Load: HS 20+Mod, Features Intersected: ETOWAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $1,395,000, Roadway Improvement Cost: $139,000, Total Project Cost: $2,092,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Galvanized Reinforcing
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Structure Number: 150065, Location: 3.3 MI E OF KINGSTON (Lat: 34.242978, Lng: -84.889778), Route carried "on" structure: State highway 293, Year Built: 1929, Year Reconstructed: 1980, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,530 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,795 (year 2031), Design Load: H 15, Features Intersected: TWO RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $53,000, Total Project Cost: $797,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150065, Location: 3.3 MI E OF KINGSTON (Lat: 34.242978, Lng: -84.889778), Route carried "on" structure: State highway 293, Year Built: 1929, Year Reconstructed: 1980, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,530 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,795 (year 2031), Design Load: H 15, Features Intersected: TWO RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $53,000, Total Project Cost: $797,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150066, Location: 2 MI E OF KINGSTON (Lat: 34.245039, Lng: -84.913289), Route carried "on" structure: State highway 293, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,530 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,795 (year 2031), Design Load: HS 20+Mod, Features Intersected: LIMEKILN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 150066, Location: 2 MI E OF KINGSTON (Lat: 34.245039, Lng: -84.913289), Route carried "on" structure: State highway 293, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,530 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,795 (year 2031), Design Load: HS 20+Mod, Features Intersected: LIMEKILN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 150067, Location: 1.1 MI E OF KINGSTON (Lat: 34.238500, Lng: -84.927739), Route carried "on" structure: State highway 293, Year Built: 1928, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,530 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,795 (year 2031), Design Load: H 15, Features Intersected: SHANTY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 150067, Location: 1.1 MI E OF KINGSTON (Lat: 34.238500, Lng: -84.927739), Route carried "on" structure: State highway 293, Year Built: 1928, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,530 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,795 (year 2031), Design Load: H 15, Features Intersected: SHANTY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 150068, Location: IN WEST KINGSTON (Lat: 34.238739, Lng: -84.951169), Route carried "on" structure: State highway 293, Year Built: 1978, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 1,550 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 2,325 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 595- CSX RR (340472J)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $613,000, Roadway Improvement Cost: $61,000, Total Project Cost: $920,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 150068, Location: IN WEST KINGSTON (Lat: 34.238739, Lng: -84.951169), Route carried "on" structure: State highway 293, Year Built: 1978, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 1,550 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 2,325 (year 2031), Design Load: HS 20+Mod, Features Intersected: CR 595- CSX RR (340472J)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $613,000, Roadway Improvement Cost: $61,000, Total Project Cost: $920,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150069, Location: 0.9 MI W OF KINGSTON (Lat: 34.239958, Lng: -84.962589), Route carried "on" structure: State highway 293, Year Built: 1980, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,630 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 2,445 (year 2031), Design Load: HS 20+Mod, Features Intersected: CONNESENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000
Structure Number: 150069, Location: 0.9 MI W OF KINGSTON (Lat: 34.239958, Lng: -84.962589), Route carried "on" structure: State highway 293, Year Built: 1980, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,630 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 2,445 (year 2031), Design Load: HS 20+Mod, Features Intersected: CONNESENA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000
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Structure Number: 150112, Location: 2 MI SW OF KINGSTON (Lat: 34.215428, Lng: -84.968769), Route carried "on" structure: County highway 829, Year Built: 1969, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,490 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,235 (year 2031), Design Load: H 15, Features Intersected: TWO RUN CREEK, Facility Carried by Structure: REYNOLDS BR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, 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: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 44.17m (144.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $756,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 150112, Location: 2 MI SW OF KINGSTON (Lat: 34.215428, Lng: -84.968769), Route carried "on" structure: County highway 829, Year Built: 1969, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,490 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,235 (year 2031), Design Load: H 15, Features Intersected: TWO RUN CREEK, Facility Carried by Structure: REYNOLDS BR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, 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: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 44.17m (144.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $756,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 155013, Location: 1.5 MI W OF KINGSTON (Lat: 34.235789, Lng: -84.972408), Route carried "on" structure: County highway 78, Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: CONNESENA CREEK, Facility Carried by Structure: OLD ROME 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000
Structure Number: 155013, Location: 1.5 MI W OF KINGSTON (Lat: 34.235789, Lng: -84.972408), Route carried "on" structure: County highway 78, Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: CONNESENA CREEK, Facility Carried by Structure: OLD ROME 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000
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Structure Number: 155015, Location: 3.8 MI NW OF KINGSTON (Lat: 34.270228, Lng: -84.994139), Route carried "on" structure: County highway 85, Year Built: 1992, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: TOMS CREEK, Facility Carried by Structure: TOM JONES 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: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000
Structure Number: 155015, Location: 3.8 MI NW OF KINGSTON (Lat: 34.270228, Lng: -84.994139), Route carried "on" structure: County highway 85, Year Built: 1992, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: TOMS CREEK, Facility Carried by Structure: TOM JONES 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: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000
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Structure Number: 155017, Location: 3.1 MI N OF KINGSTON (Lat: 34.279189, Lng: -84.955608), Route carried "on" structure: County highway 91, Year Built: 1935, Year Reconstructed: 1950, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: CONNESENA CREEK, Facility Carried by Structure: CONNESENA 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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 41.33m (135.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 155017, Location: 3.1 MI N OF KINGSTON (Lat: 34.279189, Lng: -84.955608), Route carried "on" structure: County highway 91, Year Built: 1935, Year Reconstructed: 1950, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: CONNESENA CREEK, Facility Carried by Structure: CONNESENA 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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 41.33m (135.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 155075, Location: IN SE KINGSTON (Lat: 34.230658, Lng: -84.940700), Route carried "on" structure: County highway 623, Year Built: 1979, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,380 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,570 (year 2031), Design Load: HS 15, Features Intersected: TWO RUN CREEK, Facility Carried by Structure: HARDIN BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 155075, Location: IN SE KINGSTON (Lat: 34.230658, Lng: -84.940700), Route carried "on" structure: County highway 623, Year Built: 1979, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,380 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,570 (year 2031), Design Load: HS 15, Features Intersected: TWO RUN CREEK, Facility Carried by Structure: HARDIN BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, 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: 155084, Location: 3 MI SW OF KINGSTON (Lat: 34.206269, Lng: -84.982189), Route carried "on" structure: County highway 829, Year Built: 1962, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,540 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,310 (year 2031), Design Load: H 15, Features Intersected: ETOWAH RIVER TRIB., Facility Carried by Structure: MACEDONIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, 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: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 155084, Location: 3 MI SW OF KINGSTON (Lat: 34.206269, Lng: -84.982189), Route carried "on" structure: County highway 829, Year Built: 1962, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,540 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,310 (year 2031), Design Load: H 15, Features Intersected: ETOWAH RIVER TRIB., Facility Carried by Structure: MACEDONIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, 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: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 155095, Location: 3.9 MI NW OF KINGSTON (Lat: 34.284119, Lng: -84.980058), Route carried "on" structure: County highway 91, Year Built: 1996, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: TOMS CREEK, Facility Carried by Structure: CONNESENA 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 155095, Location: 3.9 MI NW OF KINGSTON (Lat: 34.284119, Lng: -84.980058), Route carried "on" structure: County highway 91, Year Built: 1996, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: TOMS CREEK, Facility Carried by Structure: CONNESENA 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 15512, Location: NORTH EAST OF KINGSTON (Lat: 34.273528, Lng: -84.898300), Route carried "on" structure: County highway 1289, Year Built: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 90 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2031), Design Load: H 15, Features Intersected: BIG BRANCH, Facility Carried by Structure: BRANSON MILL DR
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.5 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: 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: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000
Structure Number: 15512, Location: NORTH EAST OF KINGSTON (Lat: 34.273528, Lng: -84.898300), Route carried "on" structure: County highway 1289, Year Built: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 90 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2031), Design Load: H 15, Features Intersected: BIG BRANCH, Facility Carried by Structure: BRANSON MILL DR
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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.5 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: 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: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000
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Structure Number: 155156, Location: 3.5 MI NW OF KINGSTON (Lat: 34.264739, Lng: -84.993578), Route carried "on" structure: County highway 82, Year Built: 2019, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 150 (year 2039), Design Load: HL 93, Features Intersected: TOMS CREEK, Facility Carried by Structure: NORTON 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $9,768,000, Roadway Improvement Cost: $977,000, Total Project Cost: $14,652,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 155156, Location: 3.5 MI NW OF KINGSTON (Lat: 34.264739, Lng: -84.993578), Route carried "on" structure: County highway 82, Year Built: 2019, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 150 (year 2039), Design Load: HL 93, Features Intersected: TOMS CREEK, Facility Carried by Structure: NORTON 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $9,768,000, Roadway Improvement Cost: $977,000, Total Project Cost: $14,652,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 150068, Location: IN WEST KINGSTON (Lat: 34.238739, Lng: -84.951169), Route carried "under" structure: County highway 595, Structure Length: 0. m, Average Daily Traffic: 480 (year 1999), Truck Traffic: 1%, Features Intersected: SR 293, Facility Carried by Structure: SR 293
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 150068, Location: IN WEST KINGSTON (Lat: 34.238739, Lng: -84.951169), Route carried "under" structure: County highway 595, Structure Length: 0. m, Average Daily Traffic: 480 (year 1999), Truck Traffic: 1%, Features Intersected: SR 293, Facility Carried by Structure: SR 293
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m