Bridge Statistics for Redan, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 45Number of bridges
- 420ft / 128mTotal length
- $33,353,000Total costs
- 1,744,774Total average daily traffic
- 91,769Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Redan
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 81950-1959
- 121960-1969
- 51970-1979
- 31980-1989
- 31990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 21980-1989
- 11990-1999
- Bridge Condition - Deck
- 19.0%Very good
- 57.1%Good
- 23.8%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Very good
- 47.6%Good
- 19.0%Satisfactory
- Bridge Condition - Substructure
- 4.8%Very good
- 76.2%Good
- 19.0%Satisfactory
- Bridge Condition - Channel
- 45.5%Very good
- 30.3%Good
- 15.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 88.2%Good
- 11.8%Satisfactory
Find on map >> Show street view
Structure Number: 890016, Location: 11 MI SEOF DECATUR (Lat: 33.728728, Lng: -84.189908), Route carried "on" structure: US 278, Year Built: 1979, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 32,340 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 48,510 (year 2031), Design Load: HS 20+Mod, Features Intersected: SNAPFINGER CREEK, Facility Carried by Structure: COVINGTON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $966,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,449,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 890016, Location: 11 MI SEOF DECATUR (Lat: 33.728728, Lng: -84.189908), Route carried "on" structure: US 278, Year Built: 1979, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 32,340 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 48,510 (year 2031), Design Load: HS 20+Mod, Features Intersected: SNAPFINGER CREEK, Facility Carried by Structure: COVINGTON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $966,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,449,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 890017, Location: 5 MI SE OF DECATUR (Lat: 33.716675, Lng: -84.136769), Route carried "on" structure: US 278, Year Built: 1931, Year Reconstructed: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 18,960 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 28,440 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: COVINGTON HIGHWAY
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: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000
Structure Number: 890017, Location: 5 MI SE OF DECATUR (Lat: 33.716675, Lng: -84.136769), Route carried "on" structure: US 278, Year Built: 1931, Year Reconstructed: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 18,960 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 28,440 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: COVINGTON HIGHWAY
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: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000
Find on map >> Show street view
Structure Number: 890018, Location: 1.5 MI W OF LITHONIA (Lat: 33.715519, Lng: -84.125869), Route carried "on" structure: US 278, Year Built: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,960 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 28,440 (year 2031), Design Load: HS 20+Mod, Features Intersected: SWIFT CREEK, Facility Carried by Structure: COVINGTON HIGHWAY
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: 19.5m (64.0ft), 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: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $290,000
Structure Number: 890018, Location: 1.5 MI W OF LITHONIA (Lat: 33.715519, Lng: -84.125869), Route carried "on" structure: US 278, Year Built: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,960 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 28,440 (year 2031), Design Load: HS 20+Mod, Features Intersected: SWIFT CREEK, Facility Carried by Structure: COVINGTON HIGHWAY
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: 19.5m (64.0ft), 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: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $290,000
Find on map >> Show street view
Structure Number: 89004, Location: 5 MI W OF LITHONIA (Lat: 33.686178, Lng: -84.201558), Route carried "on" structure: State highway 155, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 25,550 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 38,325 (year 2031), Design Load: H 20, Features Intersected: SNAPFINGER CREEK, Facility Carried by Structure: SNAPFINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Very good, Superstructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,705,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 89004, Location: 5 MI W OF LITHONIA (Lat: 33.686178, Lng: -84.201558), Route carried "on" structure: State highway 155, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 25,550 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 38,325 (year 2031), Design Load: H 20, Features Intersected: SNAPFINGER CREEK, Facility Carried by Structure: SNAPFINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Very good, Superstructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,705,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 890058, Location: 8.5 MI W OF LITHONIA (Lat: 33.704581, Lng: -84.197147), Route carried "on" structure: Interstate 20, Year Built: 1959, Year Reconstructed: 1978, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 153,070 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 229,605 (year 2031), Design Load: HS 20+Mod, Features Intersected: SNAPFINGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.654, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 34.3m (112.5ft), Out-to-Out Width: 36.3m (119.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,593,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,390,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 890058, Location: 8.5 MI W OF LITHONIA (Lat: 33.704581, Lng: -84.197147), Route carried "on" structure: Interstate 20, Year Built: 1959, Year Reconstructed: 1978, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 153,070 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 229,605 (year 2031), Design Load: HS 20+Mod, Features Intersected: SNAPFINGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.654, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 34.3m (112.5ft), Out-to-Out Width: 36.3m (119.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,593,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,390,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 890059, Location: 2.6 MI SW OF LITHONIA (Lat: 33.703178, Lng: -84.152089), Route carried "on" structure: Interstate 20, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 131,330 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 196,995 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.873, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: 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: March 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000
Structure Number: 890059, Location: 2.6 MI SW OF LITHONIA (Lat: 33.703178, Lng: -84.152089), Route carried "on" structure: Interstate 20, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 131,330 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 196,995 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.873, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: 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: March 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000
Find on map >> Show street view
Structure Number: 890116, Location: 7 MI SW OF LITHONIA (Lat: 33.702847, Lng: -84.183528), Route carried "on" structure: County highway 605, Year Built: 1959, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $981,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,471,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 890116, Location: 7 MI SW OF LITHONIA (Lat: 33.702847, Lng: -84.183528), Route carried "on" structure: County highway 605, Year Built: 1959, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $981,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,471,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 890128, Location: 2.4 MI SW OF LITHONIA (Lat: 33.703178, Lng: -84.146358), Route carried "on" structure: County highway 610, Year Built: 1959, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 12,820 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 19,230 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: FAIRINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 48.01m (157.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $996,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,495,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 890128, Location: 2.4 MI SW OF LITHONIA (Lat: 33.703178, Lng: -84.146358), Route carried "on" structure: County highway 610, Year Built: 1959, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 12,820 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 19,230 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: FAIRINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 48.01m (157.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $996,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,495,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 890143, Location: 3.5 MI S OF PINE LAKE (Lat: 33.734419, Lng: -84.194089), Route carried "on" structure: County highway 1651, Year Built: 1993, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 25,320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 37,980 (year 2031), Design Load: HS 20+Mod, Features Intersected: SNAPFINGER CREEK, Facility Carried by Structure: SOUTH HAIRSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $694,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,042,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 890143, Location: 3.5 MI S OF PINE LAKE (Lat: 33.734419, Lng: -84.194089), Route carried "on" structure: County highway 1651, Year Built: 1993, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 25,320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 37,980 (year 2031), Design Load: HS 20+Mod, Features Intersected: SNAPFINGER CREEK, Facility Carried by Structure: SOUTH HAIRSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $694,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,042,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 890225, Location: 5.1 MI W OF LITHONIA (Lat: 33.711292, Lng: -84.196908), Route carried "on" structure: City street 9307, Year Built: 1969, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 15,470 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 23,205 (year 2031), Design Load: HS 20+Mod, Features Intersected: SNAPFINGER CREEK, Facility Carried by Structure: SNAPFINGER WOODS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $594,000, Roadway Improvement Cost: $59,000, Total Project Cost: $891,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 890225, Location: 5.1 MI W OF LITHONIA (Lat: 33.711292, Lng: -84.196908), Route carried "on" structure: City street 9307, Year Built: 1969, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 15,470 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 23,205 (year 2031), Design Load: HS 20+Mod, Features Intersected: SNAPFINGER CREEK, Facility Carried by Structure: SNAPFINGER WOODS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $594,000, Roadway Improvement Cost: $59,000, Total Project Cost: $891,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 890226, Location: 5 MI SW OF LITHONIA (Lat: 33.689278, Lng: -84.186439), Route carried "on" structure: County highway 9308, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,480 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,720 (year 2031), Design Load: H 15, Features Intersected: SNAPFINGER CREEK TRIB, Facility Carried by Structure: ROCK SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 890226, Location: 5 MI SW OF LITHONIA (Lat: 33.689278, Lng: -84.186439), Route carried "on" structure: County highway 9308, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,480 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,720 (year 2031), Design Load: H 15, Features Intersected: SNAPFINGER CREEK TRIB, Facility Carried by Structure: ROCK SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Find on map >> Show street view
Structure Number: 890227, Location: 3 MI SW OF LITHONIA (Lat: 33.685994, Lng: -84.154214), Route carried "on" structure: City street 9308, Year Built: 1980, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,480 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,720 (year 2031), Design Load: HS 15, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: ROCK SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $527,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 890227, Location: 3 MI SW OF LITHONIA (Lat: 33.685994, Lng: -84.154214), Route carried "on" structure: City street 9308, Year Built: 1980, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,480 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 3,720 (year 2031), Design Load: HS 15, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: ROCK SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $527,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 890228, Location: 3.7 MI W OF LITHONIA (Lat: 33.703408, Lng: -84.170289), Route carried "on" structure: County highway 9012, Year Built: 1959, Year Reconstructed: 1985, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 23,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 34,620 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: PANOLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.968, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,078,000, Roadway Improvement Cost: $208,000, Total Project Cost: $3,117,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 890228, Location: 3.7 MI W OF LITHONIA (Lat: 33.703408, Lng: -84.170289), Route carried "on" structure: County highway 9012, Year Built: 1959, Year Reconstructed: 1985, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 23,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 34,620 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: PANOLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.968, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,078,000, Roadway Improvement Cost: $208,000, Total Project Cost: $3,117,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 890255, Location: 5 MI W OF LITHONIA (Lat: 33.686508, Lng: -84.202347), Route carried "on" structure: State highway 155, Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,370 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 27,555 (year 2031), Design Load: HS 20+Mod, Features Intersected: SNAPFINGER CREEK TRIB, Facility Carried by Structure: FLAT SHOALS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, 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: March 2020, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $190,000
Structure Number: 890255, Location: 5 MI W OF LITHONIA (Lat: 33.686508, Lng: -84.202347), Route carried "on" structure: State highway 155, Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 18,370 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 27,555 (year 2031), Design Load: HS 20+Mod, Features Intersected: SNAPFINGER CREEK TRIB, Facility Carried by Structure: FLAT SHOALS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, 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: March 2020, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $190,000
Find on map >> Show street view
Structure Number: 895016, Location: 4 MI SW OF LITHONIA (Lat: 33.668289, Lng: -84.151097), Route carried "on" structure: City street 9341, Year Built: 1960, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,980 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,970 (year 2032), Design Load: H 15, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: EVANS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.6 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 895016, Location: 4 MI SW OF LITHONIA (Lat: 33.668289, Lng: -84.151097), Route carried "on" structure: City street 9341, Year Built: 1960, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,980 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,970 (year 2032), Design Load: H 15, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: EVANS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.6 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 895017, Location: 5 MI SW OF LITHONIA (Lat: 33.696658, Lng: -84.198569), Route carried "on" structure: County highway 604, Year Built: 1960, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 5,260 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 7,890 (year 2031), Design Load: H 20, Features Intersected: SNAPFINGER CREEK, Facility Carried by Structure: THOMPSON MILL 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: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.73m (35.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $826,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 895017, Location: 5 MI SW OF LITHONIA (Lat: 33.696658, Lng: -84.198569), Route carried "on" structure: County highway 604, Year Built: 1960, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 5,260 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 7,890 (year 2031), Design Load: H 20, Features Intersected: SNAPFINGER CREEK, Facility Carried by Structure: THOMPSON MILL 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: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.73m (35.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $826,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 895018, Location: 2 MI SW OF LITHONIA (Lat: 33.702789, Lng: -84.152058), Route carried "on" structure: County highway 610, Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,820 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 19,230 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK TRIB, Facility Carried by Structure: FAIRINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 895018, Location: 2 MI SW OF LITHONIA (Lat: 33.702789, Lng: -84.152058), Route carried "on" structure: County highway 610, Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,820 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 19,230 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK TRIB, Facility Carried by Structure: FAIRINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Find on map >> Show street view
Structure Number: 895019, Location: 1.7 MI W OF LITHONIA (Lat: 33.715878, Lng: -84.136019), Route carried "on" structure: County highway 615, Year Built: 1928, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: HILLVALE 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: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.39m (135.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 895019, Location: 1.7 MI W OF LITHONIA (Lat: 33.715878, Lng: -84.136019), Route carried "on" structure: County highway 615, Year Built: 1928, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: HILLVALE 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: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.39m (135.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 89502, Location: 2 MI SW OF LITHONIA (Lat: 33.703600, Lng: -84.152289), Route carried "on" structure: County highway 616, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,010 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 13,515 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK TRIB, Facility Carried by Structure: HILLANDALE 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: 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 89502, Location: 2 MI SW OF LITHONIA (Lat: 33.703600, Lng: -84.152289), Route carried "on" structure: County highway 616, Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,010 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 13,515 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK TRIB, Facility Carried by Structure: HILLANDALE 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: 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Find on map >> Show street view
Structure Number: 895074, Location: 6 MI E OF DECATUR (Lat: 33.749800, Lng: -84.187747), Route carried "on" structure: County highway 4552, Year Built: 1961, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: BARBESHELA CREEK, Facility Carried by Structure: FIELD GREEN 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: 9.4m (30.8ft), 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: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 895074, Location: 6 MI E OF DECATUR (Lat: 33.749800, Lng: -84.187747), Route carried "on" structure: County highway 4552, Year Built: 1961, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: BARBESHELA CREEK, Facility Carried by Structure: FIELD GREEN 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: 9.4m (30.8ft), 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: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Find on map >> Show street view
Structure Number: 895076, Location: 2.5 MI SW OF LITHONIA (Lat: 33.695850, Lng: -84.146008), Route carried "on" structure: County highway 4714, Year Built: 1964, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: FAIRINGTON DRIVE
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: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.52m (139.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $29,000, Total Project Cost: $440,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 895076, Location: 2.5 MI SW OF LITHONIA (Lat: 33.695850, Lng: -84.146008), Route carried "on" structure: County highway 4714, Year Built: 1964, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: FAIRINGTON DRIVE
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: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.52m (139.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $29,000, Total Project Cost: $440,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 895077, Location: 6 MI E OF DECATUR (Lat: 33.769164, Lng: -84.187681), Route carried "on" structure: County highway 4770, Year Built: 1964, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20, Features Intersected: BARBESHELA CREEK, Facility Carried by Structure: MAINSTREET PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 895077, Location: 6 MI E OF DECATUR (Lat: 33.769164, Lng: -84.187681), Route carried "on" structure: County highway 4770, Year Built: 1964, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20, Features Intersected: BARBESHELA CREEK, Facility Carried by Structure: MAINSTREET PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Find on map >> Show street view
Structure Number: 895083, Location: 2.6 MI NW OF LITHONIA (Lat: 33.725172, Lng: -84.148864), Route carried "on" structure: City street 9348, Year Built: 1973, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,780 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 16,170 (year 2031), Design Load: HS 20, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: WELLBORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 895083, Location: 2.6 MI NW OF LITHONIA (Lat: 33.725172, Lng: -84.148864), Route carried "on" structure: City street 9348, Year Built: 1973, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,780 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 16,170 (year 2031), Design Load: HS 20, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: WELLBORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Find on map >> Show street view
Structure Number: 895084, Location: 4.5 MI SE OF STONE MTN (Lat: 33.780239, Lng: -84.103569), Route carried "on" structure: City street 9289, Year Built: 1951, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 13,420 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 20,130 (year 2031), Design Load: H 15, Features Intersected: CROOKED CREEK, Facility Carried by Structure: SOUTH DESHON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Structure Number: 895084, Location: 4.5 MI SE OF STONE MTN (Lat: 33.780239, Lng: -84.103569), Route carried "on" structure: City street 9289, Year Built: 1951, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 13,420 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 20,130 (year 2031), Design Load: H 15, Features Intersected: CROOKED CREEK, Facility Carried by Structure: SOUTH DESHON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Find on map >> Show street view
Structure Number: 895094, Location: 2.75 MI E OF PINE LAKE (Lat: 33.749586, Lng: -84.183503), Route carried "on" structure: County highway 4552, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: BARBESHELA CREEK TRIB, Facility Carried by Structure: FIELD GREEN DR-EBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: Fair, 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 2020, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $115,000
Structure Number: 895094, Location: 2.75 MI E OF PINE LAKE (Lat: 33.749586, Lng: -84.183503), Route carried "on" structure: County highway 4552, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: BARBESHELA CREEK TRIB, Facility Carried by Structure: FIELD GREEN DR-EBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: Fair, 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 2020, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $115,000
Find on map >> Show street view
Structure Number: 895095, Location: 2.75 MI E OF I-285 (Lat: 33.749867, Lng: -84.183894), Route carried "on" structure: County highway 4552, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: BARBESHELA CREEK TRIB, Facility Carried by Structure: FIELD GREEN DR-WBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: Fair, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $115,000
Structure Number: 895095, Location: 2.75 MI E OF I-285 (Lat: 33.749867, Lng: -84.183894), Route carried "on" structure: County highway 4552, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: BARBESHELA CREEK TRIB, Facility Carried by Structure: FIELD GREEN DR-WBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: Fair, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $8,000, Total Project Cost: $115,000
Find on map >> Show street view
Structure Number: 895097, Location: 1 MI SW OF LITHONIA (Lat: 33.704331, Lng: -84.132372), Route carried "on" structure: County highway 5175, Year Built: 1962, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 7,841 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 11,762 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: HILLANDALE 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: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000
Structure Number: 895097, Location: 1 MI SW OF LITHONIA (Lat: 33.704331, Lng: -84.132372), Route carried "on" structure: County highway 5175, Year Built: 1962, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 7,841 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 11,762 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: HILLANDALE 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: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000
Find on map >> Show street view
Structure Number: 895098, Location: 1.5 MI SE OF PINE LAKE (Lat: 33.773375, Lng: -84.187467), Route carried "on" structure: County highway 5306, Year Built: 1975, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20, Features Intersected: BARBESHELA CREEK, Facility Carried by Structure: MARTINS CROSSING
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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 895098, Location: 1.5 MI SE OF PINE LAKE (Lat: 33.773375, Lng: -84.187467), Route carried "on" structure: County highway 5306, Year Built: 1975, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20, Features Intersected: BARBESHELA CREEK, Facility Carried by Structure: MARTINS CROSSING
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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 895124, Location: 3.5 MI S OF PINE LAKE (Lat: 33.738378, Lng: -84.190939), Route carried "on" structure: County highway 4892, Year Built: 1985, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20+Mod, Features Intersected: BARBASHELA CREEK, Facility Carried by Structure: WOODWAY DRIVE
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: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,360,000, Roadway Improvement Cost: $136,000, Total Project Cost: $2,040,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 895124, Location: 3.5 MI S OF PINE LAKE (Lat: 33.738378, Lng: -84.190939), Route carried "on" structure: County highway 4892, Year Built: 1985, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20+Mod, Features Intersected: BARBASHELA CREEK, Facility Carried by Structure: WOODWAY DRIVE
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: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,360,000, Roadway Improvement Cost: $136,000, Total Project Cost: $2,040,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 895128, Location: 4.2 MI SE OF STONE MTN (Lat: 33.754728, Lng: -84.139653), Route carried "on" structure: County highway 712, Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Features Intersected: CROOKED CREEK TRIB, Facility Carried by Structure: KILGORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 895128, Location: 4.2 MI SE OF STONE MTN (Lat: 33.754728, Lng: -84.139653), Route carried "on" structure: County highway 712, Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Features Intersected: CROOKED CREEK TRIB, Facility Carried by Structure: KILGORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Find on map >> Show street view
Structure Number: 895135, Location: 4.1 MI SE OF STONE MTN (Lat: 33.766019, Lng: -84.119200), Route carried "on" structure: County highway 690, Year Built: 1995, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: ALFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.5m (18.0ft)
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: April 2020, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $31,000, Total Project Cost: $463,000
Structure Number: 895135, Location: 4.1 MI SE OF STONE MTN (Lat: 33.766019, Lng: -84.119200), Route carried "on" structure: County highway 690, Year Built: 1995, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: ALFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.5m (18.0ft)
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: April 2020, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $31,000, Total Project Cost: $463,000
Find on map >> Show street view
Structure Number: 895138, Location: 4.3 MI SE OF STONE MTN (Lat: 33.772189, Lng: -84.109228), Route carried "on" structure: City street 5109, Year Built: 1997, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,060 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 9,090 (year 2031), Design Load: HS 20+Mod, Features Intersected: CROOKED CREEK, Facility Carried by Structure: STEPHENSON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Structure Number: 895138, Location: 4.3 MI SE OF STONE MTN (Lat: 33.772189, Lng: -84.109228), Route carried "on" structure: City street 5109, Year Built: 1997, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,060 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 9,090 (year 2031), Design Load: HS 20+Mod, Features Intersected: CROOKED CREEK, Facility Carried by Structure: STEPHENSON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000
Find on map >> Show street view
Structure Number: 895151, Location: 2.5 MI SW OF LITHONIA (Lat: 33.703700, Lng: -84.132328), Route carried "on" structure: Interstate 402, Year Built: 1959, Year Reconstructed: 2004, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 131,330 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 196,995 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.092, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 34.3m (112.5ft), Out-to-Out Width: 57.4m (188.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,372,000, Roadway Improvement Cost: $137,000, Total Project Cost: $2,059,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up
Structure Number: 895151, Location: 2.5 MI SW OF LITHONIA (Lat: 33.703700, Lng: -84.132328), Route carried "on" structure: Interstate 402, Year Built: 1959, Year Reconstructed: 2004, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 131,330 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 196,995 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.092, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 34.3m (112.5ft), Out-to-Out Width: 57.4m (188.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,372,000, Roadway Improvement Cost: $137,000, Total Project Cost: $2,059,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up
Find on map >> Show street view
Structure Number: 895154, Location: 1.5 MI OF LITHONIA (Lat: 33.703108, Lng: -84.135258), Route carried "on" structure: Ramp Interstate 20, Year Built: 2004, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 9,610 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 14,415 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.092, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,168,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,752,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 895154, Location: 1.5 MI OF LITHONIA (Lat: 33.703108, Lng: -84.135258), Route carried "on" structure: Ramp Interstate 20, Year Built: 2004, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 9,610 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 14,415 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.092, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,168,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,752,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 895155, Location: 1.5 MI W OF LITHION (Lat: 33.702419, Lng: -84.123694), Route carried "on" structure: Ramp Interstate 20, Year Built: 2004, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 107,700 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 161,550 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.092, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,260,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 895155, Location: 1.5 MI W OF LITHION (Lat: 33.702419, Lng: -84.123694), Route carried "on" structure: Ramp Interstate 20, Year Built: 2004, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 107,700 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 161,550 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.092, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,260,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 895158, Location: 1.4 MI W OF LITHONIA (Lat: 33.707006, Lng: -84.131550), Route carried "on" structure: County highway 616, Year Built: 2005, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 7,841 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 11,762 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: HILLANDALE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,630,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,446,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 895158, Location: 1.4 MI W OF LITHONIA (Lat: 33.707006, Lng: -84.131550), Route carried "on" structure: County highway 616, Year Built: 2005, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 7,841 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 11,762 (year 2031), Design Load: HS 20+Mod, Features Intersected: POLE BRIDGE CREEK, Facility Carried by Structure: HILLANDALE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,630,000, Roadway Improvement Cost: $163,000, Total Project Cost: $2,446,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 895159, Location: 2.5 MI SW LITHONIA (Lat: 33.703503, Lng: -84.130811), Route carried "on" structure: Interstate 20, Year Built: 2004, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 131,330 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 196,995 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITHONIA INDUSTRIAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.482, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 57.9m (190.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,740,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,610,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 895159, Location: 2.5 MI SW LITHONIA (Lat: 33.703503, Lng: -84.130811), Route carried "on" structure: Interstate 20, Year Built: 2004, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 131,330 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 196,995 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITHONIA INDUSTRIAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.482, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 57.9m (190.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,740,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,610,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 895168, Location: 3 MILES EAST OF PINE LAKE (Lat: 33.759908, Lng: -84.189331), Route carried "on" structure: City street 9235, Year Built: 2010, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 18,040 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 27,060 (year 2031), Design Load: HS 20+Mod, Features Intersected: BARBASHELA CREEK, Facility Carried by Structure: REDAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $710,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,066,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 895168, Location: 3 MILES EAST OF PINE LAKE (Lat: 33.759908, Lng: -84.189331), Route carried "on" structure: City street 9235, Year Built: 2010, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 18,040 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 27,060 (year 2031), Design Load: HS 20+Mod, Features Intersected: BARBASHELA CREEK, Facility Carried by Structure: REDAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $710,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,066,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 890116, Location: 7 MI SW OF LITHONIA (Lat: 33.702847, Lng: -84.183528), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 139,300 (year 1999), Truck Traffic: 1%, Features Intersected: CR 605 MILLER ROAD, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 114.263, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 890116, Location: 7 MI SW OF LITHONIA (Lat: 33.702847, Lng: -84.183528), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 139,300 (year 1999), Truck Traffic: 1%, Features Intersected: CR 605 MILLER ROAD, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 114.263, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 890128, Location: 2.4 MI SW OF LITHONIA (Lat: 33.703178, Lng: -84.146358), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 107,700 (year 1999), Truck Traffic: 1%, Features Intersected: CR 610 FAIRINGTON ROAD, Facility Carried by Structure: FAIRINGTON ROAD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 117.482, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 890128, Location: 2.4 MI SW OF LITHONIA (Lat: 33.703178, Lng: -84.146358), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 107,700 (year 1999), Truck Traffic: 1%, Features Intersected: CR 610 FAIRINGTON ROAD, Facility Carried by Structure: FAIRINGTON ROAD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 117.482, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 890228, Location: 3.7 MI W OF LITHONIA (Lat: 33.703408, Lng: -84.170289), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 107,700 (year 1999), Truck Traffic: 1%, Features Intersected: M-9012 PANOLA ROAD, Facility Carried by Structure: PANOLA ROAD
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 114.263, Lanes on structure: 7, Length of Maximum Span: 0.0m
Structure Number: 890228, Location: 3.7 MI W OF LITHONIA (Lat: 33.703408, Lng: -84.170289), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 107,700 (year 1999), Truck Traffic: 1%, Features Intersected: M-9012 PANOLA ROAD, Facility Carried by Structure: PANOLA ROAD
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 114.263, Lanes on structure: 7, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 895155, Location: 1.5 MI W OF LITHION (Lat: 33.702419, Lng: -84.123694), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 107,700 (year 2006), Truck Traffic: 12%, Features Intersected: I-20
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 119.092, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 895155, Location: 1.5 MI W OF LITHION (Lat: 33.702419, Lng: -84.123694), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 107,700 (year 2006), Truck Traffic: 12%, Features Intersected: I-20
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 119.092, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 895159, Location: 2.5 MI SW LITHONIA (Lat: 33.703503, Lng: -84.130811), Route carried "under" structure: County highway 2989, Structure Length: 0. m, Average Daily Traffic: 142,900 (year 2004), Features Intersected: I-20, Facility Carried by Structure: I-20
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 6, Length of Maximum Span: 0.0m
Structure Number: 895159, Location: 2.5 MI SW LITHONIA (Lat: 33.703503, Lng: -84.130811), Route carried "under" structure: County highway 2989, Structure Length: 0. m, Average Daily Traffic: 142,900 (year 2004), Features Intersected: I-20, Facility Carried by Structure: I-20
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 6, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 895159, Location: 2.5 MI SW LITHONIA (Lat: 33.703503, Lng: -84.130811), Route carried "under" structure: Ramp Interstate 20, Structure Length: 0. m, Average Daily Traffic: 142,900 (year 2004), Truck Traffic: 13%, Features Intersected: LITHONIA INDUSTRIAL BLVD
Minimum Vertical Clearance: 5.68m (18.64ft), Kilometerpoint: 117.482, Lanes on structure: 6, Length of Maximum Span: 0.0m
Structure Number: 895159, Location: 2.5 MI SW LITHONIA (Lat: 33.703503, Lng: -84.130811), Route carried "under" structure: Ramp Interstate 20, Structure Length: 0. m, Average Daily Traffic: 142,900 (year 2004), Truck Traffic: 13%, Features Intersected: LITHONIA INDUSTRIAL BLVD
Minimum Vertical Clearance: 5.68m (18.64ft), Kilometerpoint: 117.482, Lanes on structure: 6, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 895178, Location: 1.6 M N OF LITHONIA (Lat: 33.735611, Lng: -84.113653), Route carried "under" structure: County highway 2989, Structure Length: 0. m, Average Daily Traffic: 17,100 (year 2009), Truck Traffic: 7%, Features Intersected: RAILROAD, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 4.410, Length of Maximum Span: 0.0m
Structure Number: 895178, Location: 1.6 M N OF LITHONIA (Lat: 33.735611, Lng: -84.113653), Route carried "under" structure: County highway 2989, Structure Length: 0. m, Average Daily Traffic: 17,100 (year 2009), Truck Traffic: 7%, Features Intersected: RAILROAD, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 4.410, Length of Maximum Span: 0.0m