Bridge Statistics for Gainesville, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 75Number of bridges
- 1,325ft / 404mTotal length
- $445,882,000Total costs
- 1,003,560Total average daily traffic
- 15,892Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Gainesville
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 71950-1959
- 131960-1969
- 61970-1979
- 131980-1989
- 121990-1999
- 12000-2009
- 42010-2019
- 22020-2022
- Bridge Condition - Deck
- 9.7%Very good
- 71.0%Good
- 16.1%Satisfactory
- 3.2%Fair
- Bridge Condition - Superstructure
- 16.1%Very good
- 77.4%Good
- 3.2%Satisfactory
- 3.2%Fair
- Bridge Condition - Substructure
- 12.9%Very good
- 77.4%Good
- 9.7%Satisfactory
- Bridge Condition - Channel
- 32.6%Very good
- 14.0%Good
- 34.9%Satisfactory
- 18.6%Fair
- Bridge Condition - Culverts
- 92.9%Good
- 3.6%Satisfactory
- 3.6%Fair
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Structure Number: 1390002, Location: IN SE GAINESVILLE (Lat: 34.285289, Lng: -83.805839), Route carried "on" structure: US 129, Year Built: 1968, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 33,120 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 49,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 419 (I-985 US 23)
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: 10.7m (35.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,020,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,530,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390002, Location: IN SE GAINESVILLE (Lat: 34.285289, Lng: -83.805839), Route carried "on" structure: US 129, Year Built: 1968, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 33,120 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 49,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 419 (I-985 US 23)
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: 10.7m (35.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,020,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,530,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1390003, Location: IN SE GAINESVILLE (Lat: 34.285128, Lng: -83.805889), Route carried "on" structure: US 129, Year Built: 1968, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 33,120 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 49,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 419 (I-985 US 23)
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: 10.7m (35.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,020,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,530,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390003, Location: IN SE GAINESVILLE (Lat: 34.285128, Lng: -83.805889), Route carried "on" structure: US 129, Year Built: 1968, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 33,120 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 49,680 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 419 (I-985 US 23)
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: 10.7m (35.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,020,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,530,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1390004, Location: IN SE GAINESVILLE (Lat: 34.292578, Lng: -83.814789), Route carried "on" structure: US 129, Year Built: 1969, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 30,420 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 45,630 (year 2032), Design Load: HS 20+Mod, Features Intersected: NOR SOUTHERN RR- SCL RR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,071,000, Roadway Improvement Cost: $207,000, Total Project Cost: $3,107,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390004, Location: IN SE GAINESVILLE (Lat: 34.292578, Lng: -83.814789), Route carried "on" structure: US 129, Year Built: 1969, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 30,420 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 45,630 (year 2032), Design Load: HS 20+Mod, Features Intersected: NOR SOUTHERN RR- SCL RR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,071,000, Roadway Improvement Cost: $207,000, Total Project Cost: $3,107,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 139002, Location: IN NW GAINESVILLE (Lat: 34.322319, Lng: -83.879947), Route carried "on" structure: State highway 53, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 37.06m (121.59ft), Average Daily Traffic: 23,520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 35,280 (year 2032), Design Load: HS 20, Features Intersected: CHATT RIV (LAKE LANIER)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $4,751,000, Roadway Improvement Cost: $475,000, Total Project Cost: $7,127,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 139002, Location: IN NW GAINESVILLE (Lat: 34.322319, Lng: -83.879947), Route carried "on" structure: State highway 53, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 37.06m (121.59ft), Average Daily Traffic: 23,520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 35,280 (year 2032), Design Load: HS 20, Features Intersected: CHATT RIV (LAKE LANIER)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $4,751,000, Roadway Improvement Cost: $475,000, Total Project Cost: $7,127,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1390024, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.282461, Lng: -83.824706), Route carried "on" structure: Ramp State highway 53, Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 30,015 (year 2032), Design Load: HS 20+Mod, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $254,000
Structure Number: 1390024, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.282461, Lng: -83.824706), Route carried "on" structure: Ramp State highway 53, Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 30,015 (year 2032), Design Load: HS 20+Mod, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $254,000
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Structure Number: 1390025, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.283708, Lng: -83.825119), Route carried "on" structure: Ramp State highway 53, Year Built: 1971, Status: Open, Structure Length: 21.00m (68.90ft), Average Daily Traffic: 20,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 30,015 (year 2032), Design Load: HS 20+Mod, Features Intersected: NOR SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,160,000, Roadway Improvement Cost: $416,000, Total Project Cost: $6,241,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390025, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.283708, Lng: -83.825119), Route carried "on" structure: Ramp State highway 53, Year Built: 1971, Status: Open, Structure Length: 21.00m (68.90ft), Average Daily Traffic: 20,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 30,015 (year 2032), Design Load: HS 20+Mod, Features Intersected: NOR SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,160,000, Roadway Improvement Cost: $416,000, Total Project Cost: $6,241,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1390026, Location: IN NORTH GAINESVILLE (Lat: 34.342608, Lng: -83.849519), Route carried "on" structure: State highway 60, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 34.81m (114.21ft), Average Daily Traffic: 32,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 36,270 (year 2032), Design Load: HS 20, Features Intersected: CHATT RIV (LAKE LANIER)
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: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Length of Maximum Span: 67.4m (221.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $4,462,000, Roadway Improvement Cost: $446,000, Total Project Cost: $6,693,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390026, Location: IN NORTH GAINESVILLE (Lat: 34.342608, Lng: -83.849519), Route carried "on" structure: State highway 60, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 34.81m (114.21ft), Average Daily Traffic: 32,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 36,270 (year 2032), Design Load: HS 20, Features Intersected: CHATT RIV (LAKE LANIER)
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: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Length of Maximum Span: 67.4m (221.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $4,462,000, Roadway Improvement Cost: $446,000, Total Project Cost: $6,693,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1390027, Location: 6.7 MI NW OF GAINESVILLE (Lat: 34.386519, Lng: -83.874219), Route carried "on" structure: State highway 60, Year Built: 1949, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,480 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,720 (year 2032), Design Load: H 15, Features Intersected: SQUIRREL CREEK, Facility Carried by Structure: THOMPSON BR ROAD
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: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1390027, Location: 6.7 MI NW OF GAINESVILLE (Lat: 34.386519, Lng: -83.874219), Route carried "on" structure: State highway 60, Year Built: 1949, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,480 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,720 (year 2032), Design Load: H 15, Features Intersected: SQUIRREL CREEK, Facility Carried by Structure: THOMPSON BR ROAD
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: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1390033, Location: 6.6 MI N OF GAINESVILLE (Lat: 34.389569, Lng: -83.859519), Route carried "on" structure: State highway 283, Year Built: 1957, Year Reconstructed: 1987, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 7,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,800 (year 2032), Design Load: H 20, Features Intersected: WAHOO CR (LAKE LANIER)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $969,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,453,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390033, Location: 6.6 MI N OF GAINESVILLE (Lat: 34.389569, Lng: -83.859519), Route carried "on" structure: State highway 283, Year Built: 1957, Year Reconstructed: 1987, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 7,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,800 (year 2032), Design Load: H 20, Features Intersected: WAHOO CR (LAKE LANIER)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $969,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,453,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 139004, Location: 1.7 MI SW OF CANDLER (Lat: 34.197497, Lng: -83.806150), Route carried "on" structure: State highway 332, Year Built: 1963, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 4,850 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 7,275 (year 2032), Design Load: H 15, Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.91m (35.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $57,000, Total Project Cost: $862,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 139004, Location: 1.7 MI SW OF CANDLER (Lat: 34.197497, Lng: -83.806150), Route carried "on" structure: State highway 332, Year Built: 1963, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 4,850 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 7,275 (year 2032), Design Load: H 15, Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.91m (35.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $57,000, Total Project Cost: $862,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1390047, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.268189, Lng: -83.818889), Route carried "on" structure: Interstate 985, Year Built: 1967, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 46,750 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 70,125 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 53 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,790,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390047, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.268189, Lng: -83.818889), Route carried "on" structure: Interstate 985, Year Built: 1967, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 46,750 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 70,125 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 53 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,790,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1390048, Location: IN SOUTH GAINESVILLE (Lat: 34.268408, Lng: -83.819050), Route carried "on" structure: Interstate 985, Year Built: 1967, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 46,750 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 70,125 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 53 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,790,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390048, Location: IN SOUTH GAINESVILLE (Lat: 34.268408, Lng: -83.819050), Route carried "on" structure: Interstate 985, Year Built: 1967, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 46,750 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 70,125 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 53 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,790,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1390049, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.269278, Lng: -83.817739), Route carried "on" structure: Interstate 985, Year Built: 1968, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 46,750 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 70,125 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 719- CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $848,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,272,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1390049, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.269278, Lng: -83.817739), Route carried "on" structure: Interstate 985, Year Built: 1968, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 46,750 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 70,125 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 719- CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $848,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,272,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 139005, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.269508, Lng: -83.817878), Route carried "on" structure: Interstate 985, Year Built: 1968, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 46,750 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 70,125 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 719- CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $848,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,272,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 139005, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.269508, Lng: -83.817878), Route carried "on" structure: Interstate 985, Year Built: 1968, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 46,750 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 70,125 (year 2032), Design Load: HS 20+Mod, Features Intersected: CR 719- CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $848,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,272,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1390051, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.316278, Lng: -83.788489), Route carried "on" structure: Interstate 985, Year Built: 1980, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 31,040 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 46,560 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.624, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $899,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,348,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1390051, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.316278, Lng: -83.788489), Route carried "on" structure: Interstate 985, Year Built: 1980, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 31,040 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 46,560 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.624, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $899,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,348,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1390052, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.316228, Lng: -83.788747), Route carried "on" structure: Interstate 985, Year Built: 1980, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 29,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 44,040 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.624, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $899,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,348,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390052, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.316228, Lng: -83.788747), Route carried "on" structure: Interstate 985, Year Built: 1980, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 29,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 44,040 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.624, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $899,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,348,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1390058, Location: IN SE GAINESVILLE (Lat: 34.289708, Lng: -83.802169), Route carried "on" structure: County highway 751, Year Built: 1967, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 9,020 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 13,530 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 419 (I-985 US 23), Facility Carried by Structure: ATHENS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.09m (49.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,664,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390058, Location: IN SE GAINESVILLE (Lat: 34.289708, Lng: -83.802169), Route carried "on" structure: County highway 751, Year Built: 1967, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 9,020 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 13,530 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 419 (I-985 US 23), Facility Carried by Structure: ATHENS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.09m (49.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,664,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 139006, Location: 4.9 MI N OF FLOWERY BR (Lat: 34.250278, Lng: -83.892739), Route carried "on" structure: County highway 1293, Year Built: 1961, Year Reconstructed: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 8,660 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,990 (year 2032), Design Load: H 15, Features Intersected: BALUS CREEK, Facility Carried by Structure: McEVER 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: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 139006, Location: 4.9 MI N OF FLOWERY BR (Lat: 34.250278, Lng: -83.892739), Route carried "on" structure: County highway 1293, Year Built: 1961, Year Reconstructed: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 8,660 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,990 (year 2032), Design Load: H 15, Features Intersected: BALUS CREEK, Facility Carried by Structure: McEVER 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: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 1390061, Location: IN SW GAINESVILLE (Lat: 34.281408, Lng: -83.832478), Route carried "on" structure: County highway 2418, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,550 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,825 (year 2032), Design Load: H 15, Features Intersected: FLAT CREEK, Facility Carried by Structure: DORSEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1390061, Location: IN SW GAINESVILLE (Lat: 34.281408, Lng: -83.832478), Route carried "on" structure: County highway 2418, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,550 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,825 (year 2032), Design Load: H 15, Features Intersected: FLAT CREEK, Facility Carried by Structure: DORSEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1390062, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.310458, Lng: -83.788128), Route carried "on" structure: County highway 2423, Year Built: 1967, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 1,460 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,190 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 419 (I-985 US 23), Facility Carried by Structure: CORNELIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.87m (48.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,067,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,600,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390062, Location: IN GAINESVILLE CITY LIMIT (Lat: 34.310458, Lng: -83.788128), Route carried "on" structure: County highway 2423, Year Built: 1967, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 1,460 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,190 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 419 (I-985 US 23), Facility Carried by Structure: CORNELIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.87m (48.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,067,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,600,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1390063, Location: 5 MI NE OF GAINESVILLE (Lat: 34.340458, Lng: -83.754669), Route carried "on" structure: County highway 2595, Year Built: 1951, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 830 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,245 (year 2032), Design Load: H 15, Features Intersected: NORTH OCONEE RIVER, Facility Carried by Structure: WHITE-SULPHUR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000
Structure Number: 1390063, Location: 5 MI NE OF GAINESVILLE (Lat: 34.340458, Lng: -83.754669), Route carried "on" structure: County highway 2595, Year Built: 1951, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 830 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,245 (year 2032), Design Load: H 15, Features Intersected: NORTH OCONEE RIVER, Facility Carried by Structure: WHITE-SULPHUR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000
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Structure Number: 1390064, Location: 4.9 MI NE OF GAINESVILLE (Lat: 34.332678, Lng: -83.750508), Route carried "on" structure: County highway 2680, Year Built: 1954, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,880 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,820 (year 2032), Design Load: H 15, Features Intersected: NORTH OCONEE RIVER, Facility Carried by Structure: OLD CORNELIA HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.27m (33.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $49,000, Total Project Cost: $738,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1390064, Location: 4.9 MI NE OF GAINESVILLE (Lat: 34.332678, Lng: -83.750508), Route carried "on" structure: County highway 2680, Year Built: 1954, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,880 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,820 (year 2032), Design Load: H 15, Features Intersected: NORTH OCONEE RIVER, Facility Carried by Structure: OLD CORNELIA HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.27m (33.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $49,000, Total Project Cost: $738,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1390066, Location: 5.3 MI E OF GAINESVILLE (Lat: 34.309939, Lng: -83.732628), Route carried "on" structure: County highway 2686, Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,470 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,705 (year 2032), Design Load: H 15, Features Intersected: CEDAR CREEK, Facility Carried by Structure: JOE CHANDLER RD
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: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1390066, Location: 5.3 MI E OF GAINESVILLE (Lat: 34.309939, Lng: -83.732628), Route carried "on" structure: County highway 2686, Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,470 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,705 (year 2032), Design Load: H 15, Features Intersected: CEDAR CREEK, Facility Carried by Structure: JOE CHANDLER RD
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: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1390072, Location: 2 MI S OF CLERMONT (Lat: 34.449150, Lng: -83.764678), Route carried "on" structure: State highway 52, Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,040 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,060 (year 2032), Design Load: HS 20+Mod, Features Intersected: FLAT 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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 1390072, Location: 2 MI S OF CLERMONT (Lat: 34.449150, Lng: -83.764678), Route carried "on" structure: State highway 52, Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,040 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,060 (year 2032), Design Load: HS 20+Mod, Features Intersected: FLAT 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: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
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Structure Number: 1390074, Location: IN EAST GAINESVILLE (Lat: 34.326308, Lng: -83.804808), Route carried "on" structure: US 129, Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 16,150 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 24,225 (year 2032), Design Load: HS 20+Mod, Features Intersected: LIMESTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: June 2021, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $272,000
Structure Number: 1390074, Location: IN EAST GAINESVILLE (Lat: 34.326308, Lng: -83.804808), Route carried "on" structure: US 129, Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 16,150 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 24,225 (year 2032), Design Load: HS 20+Mod, Features Intersected: LIMESTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: June 2021, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $272,000
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Structure Number: 1390075, Location: IN NORTH GAINESVILLE (Lat: 34.342528, Lng: -83.849647), Route carried "on" structure: State highway 60, Year Built: 1992, Status: Open, Structure Length: 34.75m (114.01ft), Average Daily Traffic: 24,180 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 36,270 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER
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: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
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: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $4,454,000, Roadway Improvement Cost: $445,000, Total Project Cost: $6,681,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390075, Location: IN NORTH GAINESVILLE (Lat: 34.342528, Lng: -83.849647), Route carried "on" structure: State highway 60, Year Built: 1992, Status: Open, Structure Length: 34.75m (114.01ft), Average Daily Traffic: 24,180 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 36,270 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER
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: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
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: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $4,454,000, Roadway Improvement Cost: $445,000, Total Project Cost: $6,681,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1390076, Location: IN NW GAINESVILLE (Lat: 34.322139, Lng: -83.880089), Route carried "on" structure: State highway 53, Year Built: 1992, Status: Open, Structure Length: 35.84m (117.59ft), Average Daily Traffic: 23,520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 35,280 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $4,595,000, Roadway Improvement Cost: $459,000, Total Project Cost: $6,892,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1390076, Location: IN NW GAINESVILLE (Lat: 34.322139, Lng: -83.880089), Route carried "on" structure: State highway 53, Year Built: 1992, Status: Open, Structure Length: 35.84m (117.59ft), Average Daily Traffic: 23,520 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 35,280 (year 2032), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $4,595,000, Roadway Improvement Cost: $459,000, Total Project Cost: $6,892,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1395009, Location: 5.2 MI SW OF CLERMONT (Lat: 34.404558, Lng: -83.796808), Route carried "on" structure: County highway 65, Year Built: 1968, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: EAST FORK LITTLE RIVER, Facility Carried by Structure: NOPONE 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 1395009, Location: 5.2 MI SW OF CLERMONT (Lat: 34.404558, Lng: -83.796808), Route carried "on" structure: County highway 65, Year Built: 1968, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: EAST FORK LITTLE RIVER, Facility Carried by Structure: NOPONE 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 1395016, Location: 2.3 MI SW OF GAINESVILLE (Lat: 34.271658, Lng: -83.848689), Route carried "on" structure: County highway 345, Year Built: 1979, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,910 (year 2032), Design Load: HS 20+Mod, Features Intersected: FLAT CREEK, Facility Carried by Structure: DIXIE DRIVE
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: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
Structure Number: 1395016, Location: 2.3 MI SW OF GAINESVILLE (Lat: 34.271658, Lng: -83.848689), Route carried "on" structure: County highway 345, Year Built: 1979, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,940 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,910 (year 2032), Design Load: HS 20+Mod, Features Intersected: FLAT CREEK, Facility Carried by Structure: DIXIE DRIVE
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: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
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Structure Number: 1395017, Location: IN SW GAINESVILLE (Lat: 34.269050, Lng: -83.868358), Route carried "on" structure: County highway 442, Year Built: 1978, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,570 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,355 (year 2032), Design Load: H 15, Features Intersected: FLAT CREEK, Facility Carried by Structure: OLD FLOWERY BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1395017, Location: IN SW GAINESVILLE (Lat: 34.269050, Lng: -83.868358), Route carried "on" structure: County highway 442, Year Built: 1978, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,570 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,355 (year 2032), Design Load: H 15, Features Intersected: FLAT CREEK, Facility Carried by Structure: OLD FLOWERY BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1395018, Location: 2.6 MI SE OF GAINESVILLE (Lat: 34.266708, Lng: -83.855750), Route carried "on" structure: County highway 2432, Year Built: 1974, Year Reconstructed: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,620 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,430 (year 2032), Design Load: HS 20+Mod, Features Intersected: FLAT CREEK, Facility Carried by Structure: MEMORIAL PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1395018, Location: 2.6 MI SE OF GAINESVILLE (Lat: 34.266708, Lng: -83.855750), Route carried "on" structure: County highway 2432, Year Built: 1974, Year Reconstructed: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,620 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,430 (year 2032), Design Load: HS 20+Mod, Features Intersected: FLAT CREEK, Facility Carried by Structure: MEMORIAL PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1395025, Location: 4.3 MI SE OF OAKWOOD (Lat: 34.193300, Lng: -83.821769), Route carried "on" structure: County highway 687, Year Built: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 70 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 105 (year 2032), Design Load: HS 20+Mod, Features Intersected: CANEY CREEK, Facility Carried by Structure: E. REED 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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
Structure Number: 1395025, Location: 4.3 MI SE OF OAKWOOD (Lat: 34.193300, Lng: -83.821769), Route carried "on" structure: County highway 687, Year Built: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 70 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 105 (year 2032), Design Load: HS 20+Mod, Features Intersected: CANEY CREEK, Facility Carried by Structure: E. REED 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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
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Structure Number: 1395028, Location: .9 MI NE OF CANDLER (Lat: 34.218989, Lng: -83.769528), Route carried "on" structure: County highway 756, Year Built: 1994, 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+Mod, Features Intersected: ALLEN CREEK, Facility Carried by Structure: BAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
Structure Number: 1395028, Location: .9 MI NE OF CANDLER (Lat: 34.218989, Lng: -83.769528), Route carried "on" structure: County highway 756, Year Built: 1994, 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+Mod, Features Intersected: ALLEN CREEK, Facility Carried by Structure: BAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
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Structure Number: 1395032, Location: 4 MI NE OF CANDLER (Lat: 34.244547, Lng: -83.729469), Route carried "on" structure: County highway 778, Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: POND FORK CREEK, Facility Carried by Structure: GREGGS 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: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1395032, Location: 4 MI NE OF CANDLER (Lat: 34.244547, Lng: -83.729469), Route carried "on" structure: County highway 778, Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: POND FORK CREEK, Facility Carried by Structure: GREGGS 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: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1395033, Location: 3 MI NE OF CANDLER (Lat: 34.245469, Lng: -83.735450), Route carried "on" structure: County highway 779, Year Built: 1988, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: POND FORK CREEK, Facility Carried by Structure: BARRETT 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1395033, Location: 3 MI NE OF CANDLER (Lat: 34.245469, Lng: -83.735450), Route carried "on" structure: County highway 779, Year Built: 1988, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: POND FORK CREEK, Facility Carried by Structure: BARRETT 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1395034, Location: 4.8 MI NE OF CANDLER (Lat: 34.253050, Lng: -83.715697), Route carried "on" structure: County highway 787, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: EAST FORK POND CREEK, Facility Carried by Structure: COKER 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 1395034, Location: 4.8 MI NE OF CANDLER (Lat: 34.253050, Lng: -83.715697), Route carried "on" structure: County highway 787, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: EAST FORK POND CREEK, Facility Carried by Structure: COKER 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
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Structure Number: 139504, Location: 5 MI E OF GAINESVILLE (Lat: 34.298758, Lng: -83.741319), Route carried "on" structure: County highway 809, Year Built: 1986, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORTH OCONEE RIVER, Facility Carried by Structure: BROOME 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: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 139504, Location: 5 MI E OF GAINESVILLE (Lat: 34.298758, Lng: -83.741319), Route carried "on" structure: County highway 809, Year Built: 1986, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORTH OCONEE RIVER, Facility Carried by Structure: BROOME 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: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
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Structure Number: 1395041, Location: 6 MI E OF GAINESVILLE (Lat: 34.289828, Lng: -83.725269), Route carried "on" structure: County highway 810, Year Built: 1966, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: NORTH OCONEE RIVER, Facility Carried by Structure: EAST HALL 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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $598,000, Roadway Improvement Cost: $60,000, Total Project Cost: $897,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1395041, Location: 6 MI E OF GAINESVILLE (Lat: 34.289828, Lng: -83.725269), Route carried "on" structure: County highway 810, Year Built: 1966, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 15, Features Intersected: NORTH OCONEE RIVER, Facility Carried by Structure: EAST HALL 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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $598,000, Roadway Improvement Cost: $60,000, Total Project Cost: $897,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1395044, Location: 6 MI E OF GAINESVILLE (Lat: 34.295969, Lng: -83.724308), Route carried "on" structure: County highway 814, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CEDAR CREEK RD
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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Good, 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: April 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 1395044, Location: 6 MI E OF GAINESVILLE (Lat: 34.295969, Lng: -83.724308), Route carried "on" structure: County highway 814, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CEDAR CREEK RD
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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Good, 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: April 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 1395045, Location: 6 MI E OF GAINESVILLE (Lat: 34.288200, Lng: -83.725639), Route carried "on" structure: County highway 817, Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: N OCONEE RIVER TRIB, Facility Carried by Structure: GAINES MILL 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
Structure Number: 1395045, Location: 6 MI E OF GAINESVILLE (Lat: 34.288200, Lng: -83.725639), Route carried "on" structure: County highway 817, Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: N OCONEE RIVER TRIB, Facility Carried by Structure: GAINES MILL 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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
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Structure Number: 139505, Location: 1 MI NE OF GAINESVILLE (Lat: 34.334200, Lng: -83.802139), Route carried "on" structure: County highway 893, Year Built: 1991, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,570 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,355 (year 2032), Design Load: HS 20+Mod, Features Intersected: BRENAU CREEK, Facility Carried by Structure: PINE VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 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: 139505, Location: 1 MI NE OF GAINESVILLE (Lat: 34.334200, Lng: -83.802139), Route carried "on" structure: County highway 893, Year Built: 1991, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,570 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,355 (year 2032), Design Load: HS 20+Mod, Features Intersected: BRENAU CREEK, Facility Carried by Structure: PINE VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 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: 1395051, Location: 5 MI NE OF GAINESVILLE (Lat: 34.334458, Lng: -83.750958), Route carried "on" structure: County highway 920, Year Built: 1986, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORTH OCONEE RIVER, Facility Carried by Structure: OCONEE CIRCLE
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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $21,000, Total Project Cost: $322,000
Structure Number: 1395051, Location: 5 MI NE OF GAINESVILLE (Lat: 34.334458, Lng: -83.750958), Route carried "on" structure: County highway 920, Year Built: 1986, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORTH OCONEE RIVER, Facility Carried by Structure: OCONEE CIRCLE
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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $21,000, Total Project Cost: $322,000