Bridge Statistics for Resaca, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 308ft / 93.9mTotal length
- $78,375,000Total costs
- 212,380Total average daily traffic
- 11,254Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Resaca
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 51960-1969
- 11980-1989
- 32000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 12.5%Very good
- 62.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 50.0%Good
- 12.5%Satisfactory
- 12.5%Poor
- Bridge Condition - Substructure
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 22.2%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
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Structure Number: 1290009, Location: IN RESACA (Lat: 34.576747, Lng: -84.941439), Route carried "on" structure: US 41, Year Built: 1930, Year Reconstructed: 1980, Status: Open, Structure Length: 25.30m (83.01ft), Average Daily Traffic: 6,050 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 9,075 (year 2032), Design Load: HS 20+Mod, Features Intersected: OOSTANAULA RIVER
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: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 17, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1290009, Location: IN RESACA (Lat: 34.576747, Lng: -84.941439), Route carried "on" structure: US 41, Year Built: 1930, Year Reconstructed: 1980, Status: Open, Structure Length: 25.30m (83.01ft), Average Daily Traffic: 6,050 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 9,075 (year 2032), Design Load: HS 20+Mod, Features Intersected: OOSTANAULA RIVER
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: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 17, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1290033, Location: 1 MI E OF RESACA (Lat: 34.593447, Lng: -84.933739), Route carried "on" structure: State highway 136, Year Built: 1969, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,405 (year 2032), Design Load: HS 20+Mod, Features Intersected: CONASAUGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1290033, Location: 1 MI E OF RESACA (Lat: 34.593447, Lng: -84.933739), Route carried "on" structure: State highway 136, Year Built: 1969, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,405 (year 2032), Design Load: HS 20+Mod, Features Intersected: CONASAUGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1290034, Location: 1.4 MI E OF RESACA (Lat: 34.596189, Lng: -84.930908), Route carried "on" structure: State highway 136, Year Built: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,405 (year 2032), Design Load: HS 20+Mod, Features Intersected: CONASAUGA RIVER TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
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: June 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1290034, Location: 1.4 MI E OF RESACA (Lat: 34.596189, Lng: -84.930908), Route carried "on" structure: State highway 136, Year Built: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,405 (year 2032), Design Load: HS 20+Mod, Features Intersected: CONASAUGA RIVER TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
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: June 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1290035, Location: 3.6 MI E OF RESACA (Lat: 34.593219, Lng: -84.898550), Route carried "on" structure: State highway 136, Year Built: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,405 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLECAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, 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: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1290035, Location: 3.6 MI E OF RESACA (Lat: 34.593219, Lng: -84.898550), Route carried "on" structure: State highway 136, Year Built: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,405 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLECAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, 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: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1290066, Location: IN SW RESACA (Lat: 34.571919, Lng: -84.946897), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 25.85m (84.81ft), Average Daily Traffic: 63,350 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 95,025 (year 2032), Design Load: HS 20+Mod, Features Intersected: OOSTANAULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 514.990, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 44.3m (145.3ft), Out-to-Out Width: 46.1m (151.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1290066, Location: IN SW RESACA (Lat: 34.571919, Lng: -84.946897), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 25.85m (84.81ft), Average Daily Traffic: 63,350 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 95,025 (year 2032), Design Load: HS 20+Mod, Features Intersected: OOSTANAULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 514.990, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 44.3m (145.3ft), Out-to-Out Width: 46.1m (151.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1295023, Location: GORDON-WHITFIELD C LINE (Lat: 34.615378, Lng: -84.977408), Route carried "on" structure: County highway 145, Year Built: 1985, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: CLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $20,000, Total Project Cost: $305,000
Structure Number: 1295023, Location: GORDON-WHITFIELD C LINE (Lat: 34.615378, Lng: -84.977408), Route carried "on" structure: County highway 145, Year Built: 1985, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: CLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $20,000, Total Project Cost: $305,000
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Structure Number: 1295098, Location: IN INDUSTRIAL CITY (Lat: 34.615731, Lng: -84.875156), Route carried "on" structure: County highway 134, Year Built: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLECAT CREEK OVERFLOW, Facility Carried by Structure: COUNTY LINE 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: 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: May 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Structure Number: 1295098, Location: IN INDUSTRIAL CITY (Lat: 34.615731, Lng: -84.875156), Route carried "on" structure: County highway 134, Year Built: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLECAT CREEK OVERFLOW, Facility Carried by Structure: COUNTY LINE 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: 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: May 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
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Structure Number: 1295099, Location: IN INDUSTRIAL CITY (Lat: 34.615719, Lng: -84.874450), Route carried "on" structure: County highway 134, Year Built: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLECAT CREEK OVERFLOW, Facility Carried by Structure: COUNTY LINE 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: 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: May 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Structure Number: 1295099, Location: IN INDUSTRIAL CITY (Lat: 34.615719, Lng: -84.874450), Route carried "on" structure: County highway 134, Year Built: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLECAT CREEK OVERFLOW, Facility Carried by Structure: COUNTY LINE 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: 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: May 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
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Structure Number: 12951, Location: IN INDUSTRIAL CITY (Lat: 34.615742, Lng: -84.873394), Route carried "on" structure: County highway 134, Year Built: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLECAT CREEK OVERFLOW, Facility Carried by Structure: COUNTY LINE 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: 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: May 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Structure Number: 12951, Location: IN INDUSTRIAL CITY (Lat: 34.615742, Lng: -84.873394), Route carried "on" structure: County highway 134, Year Built: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLECAT CREEK OVERFLOW, Facility Carried by Structure: COUNTY LINE 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: 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: May 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
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Structure Number: 1295102, Location: IN WEST RESACA (Lat: 34.576997, Lng: -84.950400), Route carried "on" structure: State highway 136, Year Built: 2014, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 3,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,250 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.34m (37.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $27,528,000, Roadway Improvement Cost: $2,753,000, Total Project Cost: $41,292,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1295102, Location: IN WEST RESACA (Lat: 34.576997, Lng: -84.950400), Route carried "on" structure: State highway 136, Year Built: 2014, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 3,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,250 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.34m (37.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $27,528,000, Roadway Improvement Cost: $2,753,000, Total Project Cost: $41,292,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1295103, Location: IN WEST RESACA (Lat: 34.576069, Lng: -84.955289), Route carried "on" structure: State highway 136, Year Built: 2014, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,840 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 5,760 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $19,003,000, Roadway Improvement Cost: $1,900,000, Total Project Cost: $28,505,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1295103, Location: IN WEST RESACA (Lat: 34.576069, Lng: -84.955289), Route carried "on" structure: State highway 136, Year Built: 2014, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,840 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 5,760 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $19,003,000, Roadway Improvement Cost: $1,900,000, Total Project Cost: $28,505,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3130017, Location: 9.7 MI S OF DALTON (Lat: 34.632431, Lng: -84.975367), Route carried "on" structure: County highway 10, Year Built: 1962, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: W NANCE SPRINGS 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: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.2 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,328,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,993,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3130017, Location: 9.7 MI S OF DALTON (Lat: 34.632431, Lng: -84.975367), Route carried "on" structure: County highway 10, Year Built: 1962, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: W NANCE SPRINGS 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: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.2 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,328,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,993,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3135053, Location: IN SE CORNER OF WHITFIELD (Lat: 34.636228, Lng: -84.933889), Route carried "on" structure: County highway 863, Year Built: 1923, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: CONASAUGA RIVER TRIB., Facility Carried by Structure: NANCE SPRINGS CIR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.00m (134.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $7,000, Total Project Cost: $107,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3135053, Location: IN SE CORNER OF WHITFIELD (Lat: 34.636228, Lng: -84.933889), Route carried "on" structure: County highway 863, Year Built: 1923, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: CONASAUGA RIVER TRIB., Facility Carried by Structure: NANCE SPRINGS CIR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.00m (134.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $7,000, Total Project Cost: $107,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3135093, Location: IN SE CORNER OF WHITFIELD (Lat: 34.635597, Lng: -84.933650), Route carried "on" structure: County highway 672, Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: CONASAUGA RIVER TRIB., Facility Carried by Structure: NANCE SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,404,000, Roadway Improvement Cost: $340,000, Total Project Cost: $5,106,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels
Structure Number: 3135093, Location: IN SE CORNER OF WHITFIELD (Lat: 34.635597, Lng: -84.933650), Route carried "on" structure: County highway 672, Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: CONASAUGA RIVER TRIB., Facility Carried by Structure: NANCE SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,404,000, Roadway Improvement Cost: $340,000, Total Project Cost: $5,106,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1295102, Location: IN WEST RESACA (Lat: 34.576997, Lng: -84.950400), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 57,900 (year 1998), Truck Traffic: 15%, Features Intersected: SR 136, Facility Carried by Structure: SR 136
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 514.990, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1295102, Location: IN WEST RESACA (Lat: 34.576997, Lng: -84.950400), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 57,900 (year 1998), Truck Traffic: 15%, Features Intersected: SR 136, Facility Carried by Structure: SR 136
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 514.990, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 3130017, Location: 9.7 MI S OF DALTON (Lat: 34.632431, Lng: -84.975367), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 67,280 (year 1999), Truck Traffic: 1%, Features Intersected: CR 10 W NANCE SPRINGS RD, Facility Carried by Structure: W NANCE SPRINGS RD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 521.428, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 3130017, Location: 9.7 MI S OF DALTON (Lat: 34.632431, Lng: -84.975367), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 67,280 (year 1999), Truck Traffic: 1%, Features Intersected: CR 10 W NANCE SPRINGS RD, Facility Carried by Structure: W NANCE SPRINGS RD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 521.428, Lanes on structure: 2, Length of Maximum Span: 0.0m