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Bridge Statistics for Covington, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 44Number of bridges
  • 581ft / 177mTotal length
  • $147,728,000Total costs
  • 882,960Total average daily traffic
  • 58,797Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Covington
  • No street view available for this location

New bridges in Covington, GA - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 31950-1959
  • 161960-1969
  • 21970-1979
  • 41980-1989
  • 31990-1999
  • 22000-2009
  • 42010-2019
Reconstructed bridges in Covington, GA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21980-1989
  • 11990-1999
  • 62000-2009
Average Bridge Daily Traffic in Covington, GA
Average Bridge Truck Traffic in Covington, GA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.0%Very good
  • 76.0%Good
  • 12.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 36.0%Very good
  • 48.0%Good
  • 16.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.0%Very good
  • 76.0%Good
  • 8.0%Satisfactory
  • 8.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 4.0%Excellent
  • 36.0%Very good
  • 44.0%Good
  • 12.0%Satisfactory
  • 4.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 40.0%Good
  • 60.0%Satisfactory
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Structure Number: 2170002,  Location: IN COVINGTON (Lat: 33.602878,  Lng: -83.857969),  Route carried "on" structure: US 278,  Year Built: 1954,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 27,320 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,980 (year 2031),  Design Load: H 15,  Features Intersected: DRIED INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $263,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $394,000
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Structure Number: 217001,  Location: 1 MI W OF COVINGTON (Lat: 33.613219,  Lng: -83.901008),  Route carried "on" structure: County highway 57,  Year Built: 1964,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 3,560 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,340 (year 2031),  Design Load: H 15,  Features Intersected: I-20,  Facility Carried by Structure: OLD OXFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 46.70m (153.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $828,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,242,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2170014,  Location: IN COVINGTON (Lat: 33.600489,  Lng: -83.863889),  Route carried "on" structure: State highway 81,  Year Built: 1914,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 13,240 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,860 (year 2031),  Design Load: H 15,  Features Intersected: DRIED INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $413,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $619,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2170015,  Location: IN COVINGTON (Lat: 33.609997,  Lng: -83.867389),  Route carried "on" structure: State highway 81,  Year Built: 1964,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 14,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,225 (year 2031),  Design Load: HS 20,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 47.27m (155.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $903,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,354,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 217002,  Location: 6.5 MI S OF PORTERDALE (Lat: 33.454269,  Lng: -83.881028),  Route carried "on" structure: State highway 212,  Year Built: 1972,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 4,140 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,210 (year 2031),  Design Load: HS 20,  Features Intersected: YELLOW RIVER
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: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $1,797,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $2,696,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2170026,  Location: IN COVINGTON (Lat: 33.607208,  Lng: -83.875519),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 49,740 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 74,610 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20 RAMP TO SR 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.841,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 40.9m (134.2ft),  Out-to-Out Width: 43.3m (142.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.16m (39.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,745,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,618,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2170028,  Location: IN COVINGTON (Lat: 33.607608,  Lng: -83.873808),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 49,740 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 74,610 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CR 55 ATLANTA ST- CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.841,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 38.5m (126.3ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.51m (47.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,447,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $3,671,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 217003,  Location: IN COVINGTON (Lat: 33.615211,  Lng: -83.855328),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 49,740 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 74,610 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: E FORK DRIED INDIAN CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 148.060,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: January 2021,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $257,000
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Structure Number: 2170033,  Location: .5 MI W OF JCT SR 142 (Lat: 33.614919,  Lng: -83.834008),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 43,980 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 65,970 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.669,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Febuary 2021,  Bridge Improvement Cost: $885,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $1,328,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2170034,  Location: .5 MI W OF JCT SR 142 (Lat: 33.615069,  Lng: -83.833658),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 43,980 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 65,970 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.669,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.83m (38.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $875,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,313,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2170035,  Location: 2.5 MI E OF COVINGTON (Lat: 33.610844,  Lng: -83.806961),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 41,840 (year 2011),  Truck Traffic: 17%,  Average Future Daily Traffic: 62,760 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ALCOVY RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 151.278,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.28m (40.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,125,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2170036,  Location: 2.5 MI E OF COVINGTON (Lat: 33.611106,  Lng: -83.806931),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 41,840 (year 2011),  Truck Traffic: 17%,  Average Future Daily Traffic: 62,760 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ALCOVY RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.888,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.28m (40.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,125,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2170037,  Location: 2.5 MI E OF COVINGTON (Lat: 33.610622,  Lng: -83.803956),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 41,840 (year 2011),  Truck Traffic: 17%,  Average Future Daily Traffic: 62,760 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ALCOVY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.888,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.28m (40.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,125,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2170038,  Location: 2.5 MI E OF COVINGTON (Lat: 33.610881,  Lng: -83.803883),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 40,200 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 60,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ALCOVY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.888,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.28m (40.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,125,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 217004,  Location: 7 MI E OF COVINGTON (Lat: 33.610658,  Lng: -83.706828),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 31,560 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,340 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.934,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Febuary 2021,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $299,000
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Structure Number: 2170045,  Location: 4 MI S OF COVINGTON (Lat: 33.542250,  Lng: -83.832958),  Route carried "on" structure: County highway 1246,  Year Built: 1956,  Status: Posted for load,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 2,810 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,215 (year 2031),  Design Load: H 15,  Features Intersected: ALCOVY RIVER
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: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  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: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 50.87m (166.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Underwater Inspection Date: September 2018,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $1,364,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $2,045,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2170049,  Location: IN COVINGTON (Lat: 33.601719,  Lng: -83.860100),  Route carried "on" structure: City street 1411,  Year Built: 1960,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 8,190 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,285 (year 2031),  Design Load: HS 20,  Features Intersected: DRIED INDIAN CREEK,  Facility Carried by Structure: PACE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $408,000
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Structure Number: 217005,  Location: IN COVINGTON (Lat: 33.605758,  Lng: -83.856808),  Route carried "on" structure: City street 1413,  Year Built: 1974,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,480 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,720 (year 2031),  Design Load: H 15,  Features Intersected: DRIED INDIAN CREEK,  Facility Carried by Structure: HERRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000
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Structure Number: 2170051,  Location: IN COVINGTON (Lat: 33.596850,  Lng: -83.865350),  Route carried "on" structure: City street 1421,  Year Built: 1953,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 4,760 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,140 (year 2031),  Design Load: H 15,  Features Intersected: DRIED INDIAN CREEK,  Facility Carried by Structure: CLARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.8 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $238,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $358,000
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Structure Number: 217006,  Location: 1 MI S OF COVINGTON (Lat: 33.566708,  Lng: -83.860989),  Route carried "on" structure: County highway 2503,  Year Built: 1988,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 13,980 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,970 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DRIED INDIAN CREEK,  Facility Carried by Structure: COVINGTON BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $719,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,078,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2170061,  Location: 1 MI S OF COVINGTON (Lat: 33.567000,  Lng: -83.859528),  Route carried "on" structure: County highway 2503,  Year Built: 1988,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 13,980 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,970 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DRIED INDIAN CREEK TRIB,  Facility Carried by Structure: COVINGTON BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000
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Structure Number: 2170062,  Location: IN COVINGTON (Lat: 33.595689,  Lng: -83.864850),  Route carried "on" structure: State highway 81,  Year Built: 1991,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 10,870 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,305 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: DRIED INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $433,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $650,000
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Structure Number: 2170064,  Location: CITY OF COVINGTON (Lat: 33.606250,  Lng: -83.877789),  Route carried "on" structure: State highway 12,  Year Built: 1992,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 7,090 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,635 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 12- CR 516
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $736,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,104,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2175011,  Location: 3 MI NE OF COVINGTON (Lat: 33.639447,  Lng: -83.778689),  Route carried "on" structure: County highway 73,  Year Built: 1985,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 1,320 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,980 (year 2031),  Design Load: HS 15,  Features Intersected: ALCOVY RIVER,  Facility Carried by Structure: OLD ALCOVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $938,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,407,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2175012,  Location: 3 MI NE OF COVINGTON (Lat: 33.641889,  Lng: -83.798278),  Route carried "on" structure: County highway 74,  Year Built: 1962,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 3,100 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,650 (year 2031),  Design Load: H 15,  Features Intersected: CORNISH CREEK,  Facility Carried by Structure: ALCOVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $551,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $826,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2175013,  Location: 2.5 MI NE OF COVINGTON (Lat: 33.628489,  Lng: -83.799208),  Route carried "on" structure: County highway 75,  Year Built: 1992,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 1,050 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,575 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CORNISH CREEK,  Facility Carried by Structure: HAZELBRAND 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: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $938,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2175025,  Location: 3 MI SE OF COVINGTON (Lat: 33.564169,  Lng: -83.797558),  Route carried "on" structure: County highway 156,  Year Built: 1980,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,740 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,610 (year 2031),  Design Load: H 15,  Features Intersected: WRIGHTS CREEK,  Facility Carried by Structure: ELKS CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 41.36m (135.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $205,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2175043,  Location: 2 MI NW OF COVINGTON (Lat: 33.627097,  Lng: -83.902639),  Route carried "on" structure: County highway 512,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 6,490 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,735 (year 2031),  Design Load: H 15,  Features Intersected: GUM CREEK,  Facility Carried by Structure: COOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.54m (31.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $586,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2175044,  Location: IN COVINGTON (Lat: 33.599908,  Lng: -83.864328),  Route carried "on" structure: City street 676,  Year Built: 1960,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 550 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 825 (year 2031),  Design Load: H 15,  Features Intersected: DRIED INDIAN CREEK,  Facility Carried by Structure: STONE MTN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $293,000
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Structure Number: 2175057,  Location: 1 MI EAST OF COVINGTON (Lat: 33.612675,  Lng: -83.825003),  Route carried "on" structure: State highway 142,  Year Built: 2009,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 9,230 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,845 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $2,798,000,  Roadway Improvement Cost: $280,000,  Total Project Cost: $4,197,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2175058,  Location: IN COVINGTON (Lat: 33.615289,  Lng: -83.844953),  Route carried "on" structure: Interstate 20,  Year Built: 2009,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 43,980 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 65,970 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ALCOVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 148.060,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $2,780,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $4,170,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2175064,  Location: 2.5 MI E OF COVINGTON (Lat: 33.593278,  Lng: -83.811547),  Route carried "on" structure: US 278,  Year Built: 2018,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 17,550 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,250 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ALCOVY RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.63m (48.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $35,520,000,  Roadway Improvement Cost: $3,552,000,  Total Project Cost: $53,280,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2175065,  Location: 2.5 MI E OF COVINGTON (Lat: 33.593078,  Lng: -83.807558),  Route carried "on" structure: US 278,  Year Built: 2018,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 17,550 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,250 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ALCOVY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $21,312,000,  Roadway Improvement Cost: $2,131,000,  Total Project Cost: $31,968,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2175066,  Location: 1 MI NE OF COVINGTON (Lat: 33.619489,  Lng: -83.824489),  Route carried "on" structure: State highway 142,  Year Built: 2019,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 15,200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,100 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $10,064,000,  Roadway Improvement Cost: $1,006,000,  Total Project Cost: $15,096,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2175067,  Location: 1MI S OF COVINGTON (Lat: 33.595831,  Lng: -83.833817),  Route carried "on" structure: County highway 2503,  Year Built: 2011,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 13,980 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,970 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WALK / BIKE PATH,  Facility Carried by Structure: COVINGTON BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $5,698,000,  Roadway Improvement Cost: $570,000,  Total Project Cost: $8,547,000 ( Estimate for 2020)
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Structure Number: 217001,  Location: 1 MI W OF COVINGTON (Lat: 33.613219,  Lng: -83.901008),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 62,100 (year 2000),  Truck Traffic: 24%,  Features Intersected: CR 57 POLK ROAD,  Facility Carried by Structure: OLD OXFORD ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 143.232,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 2170015,  Location: IN COVINGTON (Lat: 33.609997,  Lng: -83.867389),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 46,600 (year 2000),  Truck Traffic: 11%,  Features Intersected: SR 81,  Facility Carried by Structure: SR 81
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 146.450,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 2170026,  Location: IN COVINGTON (Lat: 33.607208,  Lng: -83.875519),  Route carried "under" structure: Ramp Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 12,370 (year 2000),  Truck Traffic: 24%,  Features Intersected: I-20
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 144.841,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 2170028,  Location: IN COVINGTON (Lat: 33.607608,  Lng: -83.873808),  Route carried "under" structure: City street 55,  Structure Length: 0. m,  Average Daily Traffic: 820 (year 2000),  Truck Traffic: 4%,  Features Intersected: I-20,  Facility Carried by Structure: I-20
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 6.437,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 2170057,  Location: IN COVINGTON (Lat: 33.605547,  Lng: -83.855236),  Route carried "under" structure: City street 1412,  Structure Length: 0. m,  Average Daily Traffic: 6,200 (year 2011),  Truck Traffic: 1%,  Features Intersected: M-1412 NEW ALCOVY ROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Length of Maximum Span: 0.0m

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Structure Number: 2170064,  Location: CITY OF COVINGTON (Lat: 33.606250,  Lng: -83.877789),  Route carried "under" structure: State highway 12,  Structure Length: 0. m,  Average Daily Traffic: 13,200 (year 2000),  Truck Traffic: 2%,  Features Intersected: I-20 EB TO SR 12
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 8.047,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 2175045,  Location: 3 MI NE OF COVINGTON (Lat: 33.639078,  Lng: -83.778219),  Route carried "under" structure: County highway 278,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Features Intersected: CR278 ALCOVY RD-ALCOVY R,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 15.82m (51.90ft),  Kilometerpoint: 4.828,  Length of Maximum Span: 0.0m

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Structure Number: 2175057,  Location: 1 MI EAST OF COVINGTON (Lat: 33.612675,  Lng: -83.825003),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 37,100 (year 2006),  Truck Traffic: 1%,  Features Intersected: SR 142,  Facility Carried by Structure: SR 142
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 149.669,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 2175058,  Location: IN COVINGTON (Lat: 33.615289,  Lng: -83.844953),  Route carried "under" structure: City street 660,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 2006),  Truck Traffic: 1%,  Features Intersected: I -20,  Facility Carried by Structure: I-20
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 4.828,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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