Bridge Statistics for Greensboro, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 36Number of bridges
- 502ft / 153mTotal length
- $53,463,000Total costs
- 379,018Total average daily traffic
- 35,216Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Greensboro
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 21950-1959
- 121960-1969
- 31970-1979
- 51980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.3%Very good
- 63.2%Good
- 31.6%Satisfactory
- Bridge Condition - Superstructure
- 26.3%Very good
- 42.1%Good
- 26.3%Satisfactory
- 5.3%Fair
- Bridge Condition - Substructure
- 5.3%Very good
- 68.4%Good
- 26.3%Satisfactory
- Bridge Condition - Channel
- 30.4%Very good
- 13.0%Good
- 43.5%Satisfactory
- 13.0%Fair
- Bridge Condition - Culverts
- 58.3%Good
- 41.7%Satisfactory
Find on map >> Show street view
Structure Number: 1330001, Location: 5.2 MI W OF GREENSBORO (Lat: 33.581339, Lng: -83.274089), Route carried "on" structure: US 278, Year Built: 1986, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 2,130 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,195 (year 2032), Design Load: HS 20+Mod, Features Intersected: LAKE OCONEE (OCONEE RIV)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $2,063,000, Roadway Improvement Cost: $206,000, Total Project Cost: $3,095,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1330001, Location: 5.2 MI W OF GREENSBORO (Lat: 33.581339, Lng: -83.274089), Route carried "on" structure: US 278, Year Built: 1986, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 2,130 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,195 (year 2032), Design Load: HS 20+Mod, Features Intersected: LAKE OCONEE (OCONEE RIV)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $2,063,000, Roadway Improvement Cost: $206,000, Total Project Cost: $3,095,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1330002, Location: 1.6 MI W OF GREENSBORO (Lat: 33.576658, Lng: -83.210358), Route carried "on" structure: US 278, Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,750 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 5,625 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: April 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 1330002, Location: 1.6 MI W OF GREENSBORO (Lat: 33.576658, Lng: -83.210358), Route carried "on" structure: US 278, Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,750 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 5,625 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: April 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Find on map >> Show street view
Structure Number: 1330003, Location: IN WEST GREENSBORO (Lat: 33.576178, Lng: -83.186147), Route carried "on" structure: US 278, Year Built: 1954, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 6,890 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,335 (year 2031), Design Load: HS 20, Features Intersected: CSX RAILROAD (279582F)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $551,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1330003, Location: IN WEST GREENSBORO (Lat: 33.576178, Lng: -83.186147), Route carried "on" structure: US 278, Year Built: 1954, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 6,890 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,335 (year 2031), Design Load: HS 20, Features Intersected: CSX RAILROAD (279582F)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $551,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1330006, Location: 4 MI SE OF GREENSBORO (Lat: 33.561078, Lng: -83.139478), Route carried "on" structure: State highway 15, Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,470 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,705 (year 2031), Design Load: H 15, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1330006, Location: 4 MI SE OF GREENSBORO (Lat: 33.561078, Lng: -83.139478), Route carried "on" structure: State highway 15, Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,470 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,705 (year 2031), Design Load: H 15, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 1330007, Location: IN NORTH GREENSBORO (Lat: 33.587519, Lng: -83.193889), Route carried "on" structure: State highway 15, Year Built: 1969, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 3,680 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 5,520 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: $563,000, Roadway Improvement Cost: $56,000, Total Project Cost: $844,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1330007, Location: IN NORTH GREENSBORO (Lat: 33.587519, Lng: -83.193889), Route carried "on" structure: State highway 15, Year Built: 1969, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 3,680 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 5,520 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: $563,000, Roadway Improvement Cost: $56,000, Total Project Cost: $844,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1330008, Location: 2.7 MI N OF GREENSBORO (Lat: 33.610289, Lng: -83.205328), Route carried "on" structure: State highway 15, Year Built: 1930, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,980 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,470 (year 2031), Design Load: H 15, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.87m (134.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1330008, Location: 2.7 MI N OF GREENSBORO (Lat: 33.610289, Lng: -83.205328), Route carried "on" structure: State highway 15, Year Built: 1930, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,980 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,470 (year 2031), Design Load: H 15, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.87m (134.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Find on map >> Show street view
Structure Number: 1330016, Location: SOUTH GREENSBORO (Lat: 33.551469, Lng: -83.200619), Route carried "on" structure: State highway 44, Year Built: 1961, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,350 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 15,525 (year 2031), Design Load: H 15, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 1330016, Location: SOUTH GREENSBORO (Lat: 33.551469, Lng: -83.200619), Route carried "on" structure: State highway 44, Year Built: 1961, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,350 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 15,525 (year 2031), Design Load: H 15, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Find on map >> Show street view
Structure Number: 1330021, Location: 4.9 MI SW OF GREENSBORO (Lat: 33.535519, Lng: -83.251969), Route carried "on" structure: County highway 178, Year Built: 1967, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 2,256 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,384 (year 2031), Design Load: H 15, Features Intersected: I-20 @ ML 127.53, Facility Carried by Structure: CAREY STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,035,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,553,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1330021, Location: 4.9 MI SW OF GREENSBORO (Lat: 33.535519, Lng: -83.251969), Route carried "on" structure: County highway 178, Year Built: 1967, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 2,256 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,384 (year 2031), Design Load: H 15, Features Intersected: I-20 @ ML 127.53, Facility Carried by Structure: CAREY STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,035,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,553,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1330023, Location: 3.3 MI SW OF GREENSBORO (Lat: 33.542019, Lng: -83.223678), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 26,060 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 39,090 (year 2032), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 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: 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: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1330023, Location: 3.3 MI SW OF GREENSBORO (Lat: 33.542019, Lng: -83.223678), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 26,060 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 39,090 (year 2032), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 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: 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: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 1330024, Location: 3.3 MI SW OF GREENSBORO (Lat: 33.542408, Lng: -83.223239), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 26,060 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 39,090 (year 2032), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1330024, Location: 3.3 MI SW OF GREENSBORO (Lat: 33.542408, Lng: -83.223239), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 26,060 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 39,090 (year 2032), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 1330025, Location: 2.8 MI SE OF GREENSBORO (Lat: 33.548719, Lng: -83.147508), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 27,290 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 40,935 (year 2031), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 215.652, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: $556,000, Roadway Improvement Cost: $56,000, Total Project Cost: $833,000
Structure Number: 1330025, Location: 2.8 MI SE OF GREENSBORO (Lat: 33.548719, Lng: -83.147508), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 27,290 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 40,935 (year 2031), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 215.652, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: $556,000, Roadway Improvement Cost: $56,000, Total Project Cost: $833,000
Find on map >> Show street view
Structure Number: 1330032, Location: 4 MI SE OF GREENSBORO (Lat: 33.524019, Lng: -83.153028), Route carried "on" structure: County highway 925, Year Built: 1959, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,090 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,635 (year 2031), Design Load: H 15, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: VEAZEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1330032, Location: 4 MI SE OF GREENSBORO (Lat: 33.524019, Lng: -83.153028), Route carried "on" structure: County highway 925, Year Built: 1959, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,090 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,635 (year 2031), Design Load: H 15, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: VEAZEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1330033, Location: 2.1 MI S OF GREENSBORO (Lat: 33.547778, Lng: -83.168469), Route carried "on" structure: County highway 925, Year Built: 1968, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 1,090 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,635 (year 2031), Design Load: HS 20, Features Intersected: I-20 @ ML 132.46, Facility Carried by Structure: VEAZEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,239,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,858,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1330033, Location: 2.1 MI S OF GREENSBORO (Lat: 33.547778, Lng: -83.168469), Route carried "on" structure: County highway 925, Year Built: 1968, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 1,090 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,635 (year 2031), Design Load: HS 20, Features Intersected: I-20 @ ML 132.46, Facility Carried by Structure: VEAZEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,239,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,858,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1330034, Location: 1.1 MI S OF GREENSBORO (Lat: 33.561050, Lng: -83.174800), Route carried "on" structure: County highway 925, Year Built: 1945, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,260 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 4,890 (year 2031), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: MLK JR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1330034, Location: 1.1 MI S OF GREENSBORO (Lat: 33.561050, Lng: -83.174800), Route carried "on" structure: County highway 925, Year Built: 1945, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,260 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 4,890 (year 2031), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: MLK JR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Find on map >> Show street view
Structure Number: 1330035, Location: IN NORTH GREENSBORO (Lat: 33.580689, Lng: -83.180228), Route carried "on" structure: County highway 925, Year Built: 1985, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 1,820 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,730 (year 2031), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD (279580S), Facility Carried by Structure: NORTH POOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,248,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1330035, Location: IN NORTH GREENSBORO (Lat: 33.580689, Lng: -83.180228), Route carried "on" structure: County highway 925, Year Built: 1985, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 1,820 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,730 (year 2031), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD (279580S), Facility Carried by Structure: NORTH POOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,248,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1330036, Location: 2.6 MI N OF GREENSBORO (Lat: 33.609297, Lng: -83.162158), Route carried "on" structure: County highway 925, Year Built: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,240 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,860 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: PENFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 1330036, Location: 2.6 MI N OF GREENSBORO (Lat: 33.609297, Lng: -83.162158), Route carried "on" structure: County highway 925, Year Built: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,240 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,860 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: PENFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 1335012, Location: 2.3 MI SW OF GREENSBORO (Lat: 33.549539, Lng: -83.208639), Route carried "on" structure: County highway 39, Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: OLD EATONTON RD
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1335012, Location: 2.3 MI SW OF GREENSBORO (Lat: 33.549539, Lng: -83.208639), Route carried "on" structure: County highway 39, Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: OLD EATONTON RD
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Find on map >> Show street view
Structure Number: 1335014, Location: 5.1 MI SW OF PENFIELD (Lat: 33.613108, Lng: -83.238858), Route carried "on" structure: County highway 42, Year Built: 1983, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: TOWN CREEK, Facility Carried by Structure: COLD SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.73m (140.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1335014, Location: 5.1 MI SW OF PENFIELD (Lat: 33.613108, Lng: -83.238858), Route carried "on" structure: County highway 42, Year Built: 1983, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: TOWN CREEK, Facility Carried by Structure: COLD SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 42.73m (140.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1335024, Location: 3.2 MI W OF UNION POINT (Lat: 33.615039, Lng: -83.133558), Route carried "on" structure: County highway 110, Year Built: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: CUNNINGHAM 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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000
Structure Number: 1335024, Location: 3.2 MI W OF UNION POINT (Lat: 33.615039, Lng: -83.133558), Route carried "on" structure: County highway 110, Year Built: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: CUNNINGHAM 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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $223,000
Find on map >> Show street view
Structure Number: 1335036, Location: 5.3 MI W OF GREENSBORO (Lat: 33.547828, Lng: -83.269128), Route carried "on" structure: County highway 178, Year Built: 1975, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 2,256 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,384 (year 2031), Design Load: HS 15, Features Intersected: CSX RAILROAD (279586H), Facility Carried by Structure: CAREY STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.8 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Total Project Cost: $908,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1335036, Location: 5.3 MI W OF GREENSBORO (Lat: 33.547828, Lng: -83.269128), Route carried "on" structure: County highway 178, Year Built: 1975, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 2,256 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,384 (year 2031), Design Load: HS 15, Features Intersected: CSX RAILROAD (279586H), Facility Carried by Structure: CAREY STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.8 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Total Project Cost: $908,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 133504, Location: 5.9 MI SW OF WHITE PLAINS (Lat: 33.436219, Lng: -83.127958), Route carried "on" structure: County highway 197, Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: KIMBRO CREEK, Facility Carried by Structure: LANIER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 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, 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: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 133504, Location: 5.9 MI SW OF WHITE PLAINS (Lat: 33.436219, Lng: -83.127958), Route carried "on" structure: County highway 197, Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: KIMBRO CREEK, Facility Carried by Structure: LANIER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 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, 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: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Find on map >> Show street view
Structure Number: 1335044, Location: 6.3 MI S OF GREENSBORO (Lat: 33.490289, Lng: -83.221528), Route carried "on" structure: County highway 65, Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: EQUEST. TRAIL, Facility Carried by Structure: CLUB DRIVE
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1335044, Location: 6.3 MI S OF GREENSBORO (Lat: 33.490289, Lng: -83.221528), Route carried "on" structure: County highway 65, Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: EQUEST. TRAIL, Facility Carried by Structure: CLUB DRIVE
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1335045, Location: 3 MI SW OF GREENSBORO (Lat: 33.546728, Lng: -83.221069), Route carried "on" structure: County highway 38, Year Built: 1997, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: STAGE COACH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
Structure Number: 1335045, Location: 3 MI SW OF GREENSBORO (Lat: 33.546728, Lng: -83.221069), Route carried "on" structure: County highway 38, Year Built: 1997, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK, Facility Carried by Structure: STAGE COACH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
Find on map >> Show street view
Structure Number: 1335046, Location: 5.2 MI S OF GREENSBORO (Lat: 33.504569, Lng: -83.155719), Route carried "on" structure: County highway 66, Year Built: 1997, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: LESLIE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: 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: 1335046, Location: 5.2 MI S OF GREENSBORO (Lat: 33.504569, Lng: -83.155719), Route carried "on" structure: County highway 66, Year Built: 1997, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: LESLIE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: 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: 1335049, Location: 6.6 MI SW OF GREENSBORO (Lat: 33.487889, Lng: -83.227508), Route carried "on" structure: State highway 44, Year Built: 2002, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 8,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,750 (year 2032), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $716,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,074,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1335049, Location: 6.6 MI SW OF GREENSBORO (Lat: 33.487889, Lng: -83.227508), Route carried "on" structure: State highway 44, Year Built: 2002, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 8,500 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,750 (year 2032), Design Load: HS 20+Mod, Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $716,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,074,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1335052, Location: 2.5 MI S OF GREENESBORO (Lat: 33.545778, Lng: -83.205378), Route carried "on" structure: State highway 44, Year Built: 2003, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 10,350 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 15,525 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,323,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,984,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1335052, Location: 2.5 MI S OF GREENESBORO (Lat: 33.545778, Lng: -83.205378), Route carried "on" structure: State highway 44, Year Built: 2003, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 10,350 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 15,525 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,323,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,984,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1335063, Location: 1 MI SW OF GREENSBORO (Lat: 33.553922, Lng: -83.210081), Route carried "on" structure: County highway 39, Year Built: 2019, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 2,256 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 3,384 (year 2039), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD (279584U), Facility Carried by Structure: OLD EATONTON 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $16,132,000, Roadway Improvement Cost: $1,613,000, Total Project Cost: $24,198,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1335063, Location: 1 MI SW OF GREENSBORO (Lat: 33.553922, Lng: -83.210081), Route carried "on" structure: County highway 39, Year Built: 2019, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 2,256 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 3,384 (year 2039), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD (279584U), Facility Carried by Structure: OLD EATONTON 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $16,132,000, Roadway Improvement Cost: $1,613,000, Total Project Cost: $24,198,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2110035, Location: 5.6 MI SE OF BUCKHEAD (Lat: 33.534003, Lng: -83.272111), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 28,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 42,165 (year 2031), Design Load: HS 20+Mod, Features Intersected: OCONEE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.777, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $1,094,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,641,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2110035, Location: 5.6 MI SE OF BUCKHEAD (Lat: 33.534003, Lng: -83.272111), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 28,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 42,165 (year 2031), Design Load: HS 20+Mod, Features Intersected: OCONEE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.777, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $1,094,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,641,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2110036, Location: 5.6 MI SE OF BUCKHEAD (Lat: 33.534250, Lng: -83.272139), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 28,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 42,165 (year 2031), Design Load: HS 20+Mod, Features Intersected: OCONEE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.777, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $1,094,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,641,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2110036, Location: 5.6 MI SE OF BUCKHEAD (Lat: 33.534250, Lng: -83.272139), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 28,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 42,165 (year 2031), Design Load: HS 20+Mod, Features Intersected: OCONEE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.777, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $1,094,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,641,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2110037, Location: 5.8 MI ESE OF BUCKHEAD (Lat: 33.534183, Lng: -83.269583), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 15.21m (49.90ft), Average Daily Traffic: 28,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 42,165 (year 2031), Design Load: HS 20+Mod, Features Intersected: OCONEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.777, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $1,950,000, Roadway Improvement Cost: $195,000, Total Project Cost: $2,925,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2110037, Location: 5.8 MI ESE OF BUCKHEAD (Lat: 33.534183, Lng: -83.269583), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 15.21m (49.90ft), Average Daily Traffic: 28,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 42,165 (year 2031), Design Load: HS 20+Mod, Features Intersected: OCONEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.777, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $1,950,000, Roadway Improvement Cost: $195,000, Total Project Cost: $2,925,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 2110038, Location: 5.8 MI ESE OF BUCKHEAD (Lat: 33.534442, Lng: -83.269547), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 15.21m (49.90ft), Average Daily Traffic: 28,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 42,165 (year 2031), Design Load: HS 20+Mod, Features Intersected: OCONEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.777, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $1,950,000, Roadway Improvement Cost: $195,000, Total Project Cost: $2,925,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2110038, Location: 5.8 MI ESE OF BUCKHEAD (Lat: 33.534442, Lng: -83.269547), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 15.21m (49.90ft), Average Daily Traffic: 28,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 42,165 (year 2031), Design Load: HS 20+Mod, Features Intersected: OCONEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.777, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $1,950,000, Roadway Improvement Cost: $195,000, Total Project Cost: $2,925,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1330013, Location: 4 MI SW OF GREENSBORO (Lat: 33.538589, Lng: -83.235697), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 28,400 (year 2010), Truck Traffic: 24%, Features Intersected: CR 38 STAGE COACH RD, Facility Carried by Structure: STAGE COACH ROAD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 205.996, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1330013, Location: 4 MI SW OF GREENSBORO (Lat: 33.538589, Lng: -83.235697), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 28,400 (year 2010), Truck Traffic: 24%, Features Intersected: CR 38 STAGE COACH RD, Facility Carried by Structure: STAGE COACH ROAD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 205.996, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 1330021, Location: 4.9 MI SW OF GREENSBORO (Lat: 33.535519, Lng: -83.251969), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 28,400 (year 2010), Truck Traffic: 24%, Features Intersected: CR 178 CAREY STATION RD, Facility Carried by Structure: CAREY STATION RD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 205.996, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1330021, Location: 4.9 MI SW OF GREENSBORO (Lat: 33.535519, Lng: -83.251969), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 28,400 (year 2010), Truck Traffic: 24%, Features Intersected: CR 178 CAREY STATION RD, Facility Carried by Structure: CAREY STATION RD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 205.996, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 1330033, Location: 2.1 MI S OF GREENSBORO (Lat: 33.547778, Lng: -83.168469), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 29,600 (year 2010), Truck Traffic: 30%, Features Intersected: FAS 925 VEAZEY ROAD, Facility Carried by Structure: VEAZEY ROAD
Minimum Vertical Clearance: 6.57m (21.56ft), Kilometerpoint: 212.434, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 1330033, Location: 2.1 MI S OF GREENSBORO (Lat: 33.547778, Lng: -83.168469), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 29,600 (year 2010), Truck Traffic: 30%, Features Intersected: FAS 925 VEAZEY ROAD, Facility Carried by Structure: VEAZEY ROAD
Minimum Vertical Clearance: 6.57m (21.56ft), Kilometerpoint: 212.434, Lanes on structure: 2, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 1335042, Location: CITY OF GREENSBORO (Lat: 33.578739, Lng: -83.183789), Route carried "under" structure: City street 819, Structure Length: 0. m, Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Features Intersected: CS 819 N. WEST STREET, Facility Carried by Structure: CSX RR (279581Y)
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
Structure Number: 1335042, Location: CITY OF GREENSBORO (Lat: 33.578739, Lng: -83.183789), Route carried "under" structure: City street 819, Structure Length: 0. m, Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Features Intersected: CS 819 N. WEST STREET, Facility Carried by Structure: CSX RR (279581Y)
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 1335052, Location: 2.5 MI S OF GREENESBORO (Lat: 33.545778, Lng: -83.205378), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 29,600 (year 2010), Truck Traffic: 24%, Features Intersected: SR 44, Facility Carried by Structure: SR 44
Minimum Vertical Clearance: 6.24m (20.47ft), Kilometerpoint: 209.215, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 1335052, Location: 2.5 MI S OF GREENESBORO (Lat: 33.545778, Lng: -83.205378), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 29,600 (year 2010), Truck Traffic: 24%, Features Intersected: SR 44, Facility Carried by Structure: SR 44
Minimum Vertical Clearance: 6.24m (20.47ft), Kilometerpoint: 209.215, Lanes on structure: 3, Length of Maximum Span: 0.0m