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

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Structure Number: 2170023,  Location: .25 MI E ROCKDALE CO LINE (Lat: 33.628278,  Lng: -83.947997),  Route carried "on" structure: County highway 301,  Year Built: 1964,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 1,940 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,910 (year 2031),  Design Load: H 15,  Features Intersected: I-20,  Facility Carried by Structure: ALMON 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: 6.1m (20.0ft),  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: Fair,  Substructure: Good,  Operating Rating: 35.3 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: 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: 2170043,  Location: 5 MI N OF COVINGTON (Lat: 33.688619,  Lng: -83.893558),  Route carried "on" structure: County highway 1050,  Year Built: 1958,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,800 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,700 (year 2031),  Design Load: H 15,  Features Intersected: GUM CREEK TRIB,  Facility Carried by Structure: GUM CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 2175008,  Location: 3 MI W OF OXFORD (Lat: 33.628308,  Lng: -83.920728),  Route carried "on" structure: County highway 49,  Year Built: 1985,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 15,  Features Intersected: YELLOW RIVER,  Facility Carried by Structure: TABOR 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),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2175014,  Location: 4 MI NW OF OXFORD (Lat: 33.691769,  Lng: -83.902869),  Route carried "on" structure: County highway 89,  Year Built: 1980,  Status: Posted for load,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 1,330 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,995 (year 2031),  Design Load: HS 15,  Features Intersected: GUM CREEK,  Facility Carried by Structure: DIAL 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: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 32.6 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: Somewhat better than minimum adequacy,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $664,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $996,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2175046,  Location: AT THE ROCKDALE CO LINE (Lat: 33.711128,  Lng: -83.914289),  Route carried "on" structure: County highway 89,  Year Built: 1970,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,330 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,995 (year 2031),  Design Load: H 15,  Features Intersected: LITTLE HAYNES CREEK,  Facility Carried by Structure: DIAL MILL 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: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 43.34m (142.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $586,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2470001,  Location: 2.5 MI SE OF CONYERS (Lat: 33.609889,  Lng: -84.014808),  Route carried "on" structure: State highway 20,  Year Built: 1936,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 31,060 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,590 (year 2032),  Design Load: H 15,  Features Intersected: ALMOND BRANCH,  Facility Carried by Structure: MCDONOUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 29 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: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $290,000

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Structure Number: 2470002,  Location: 0.5 MI E OF CONYERS (Lat: 33.653667,  Lng: -84.005511),  Route carried "on" structure: State highway 20,  Year Built: 1963,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 54,000 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 81,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,904,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $2,855,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2470003,  Location: 2 MI N OF CONYERS (Lat: 33.692319,  Lng: -83.996878),  Route carried "on" structure: State highway 20,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 13,760 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,640 (year 2032),  Design Load: H 15,  Features Intersected: YELLOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $1,358,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $2,036,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2470009,  Location: 2 MI S OF CONYERS (Lat: 33.632289,  Lng: -84.035300),  Route carried "on" structure: State highway 138,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 15,360 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,040 (year 2032),  Design Load: H 15,  Features Intersected: ALMOND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 247001,  Location: 1 MI E OF CONYERS (Lat: 33.656428,  Lng: -84.002578),  Route carried "on" structure: State highway 20,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 45,300 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,950 (year 2032),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 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 or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Very 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,152,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,728,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2470011,  Location: 3 MI NE OF CONYERS (Lat: 33.687358,  Lng: -83.962019),  Route carried "on" structure: State highway 138,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 16,050 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,075 (year 2032),  Design Load: H 20,  Features Intersected: YELLOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.1 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $918,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,377,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2470012,  Location: 4.5 MI NE OF CONYERS (Lat: 33.711558,  Lng: -83.931008),  Route carried "on" structure: State highway 138,  Year Built: 1962,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 15,780 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,670 (year 2032),  Design Load: H 20,  Features Intersected: BIG HAYNES 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: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 45.72m (150.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $703,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,055,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2470013,  Location: 5.5 MI NE OF CONYERS (Lat: 33.721958,  Lng: -83.918197),  Route carried "on" structure: State highway 138,  Year Built: 1962,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 15,780 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,670 (year 2032),  Design Load: H 20,  Features Intersected: LITTLE HAYNES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 44.81m (147.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $586,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $879,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2470019,  Location: IN CONYERS (Lat: 33.664797,  Lng: -84.029550),  Route carried "on" structure: City street 9338,  Year Built: 1962,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 12,670 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,005 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: KLONDIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,911,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $2,866,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2470022,  Location: 3.2 MI SW OF CONYERS (Lat: 33.620756,  Lng: -84.069397),  Route carried "on" structure: State highway 138,  Year Built: 1991,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,210 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,315 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $586,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $879,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2475002,  Location: 4 MI SW OF CONYERS (Lat: 33.604050,  Lng: -84.063578),  Route carried "on" structure: County highway 22,  Year Built: 1984,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 2,120 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,180 (year 2032),  Design Load: HS 15,  Features Intersected: HONEY CREEK,  Facility Carried by Structure: TUCKER MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $551,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2475003,  Location: 4 MI SW OF CONYERS (Lat: 33.593447,  Lng: -84.053839),  Route carried "on" structure: County highway 23,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HONEY CREEK TRIB.,  Facility Carried by Structure: HONEY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000

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Structure Number: 2475004,  Location: 4 MI SW OF CONYERS (Lat: 33.595639,  Lng: -84.061700),  Route carried "on" structure: County highway 23,  Year Built: 1974,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HONEY CREEK,  Facility Carried by Structure: HONEY CREEK 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: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $252,000

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Structure Number: 2475005,  Location: 5 MI S OF CONYERS (Lat: 33.578239,  Lng: -84.042669),  Route carried "on" structure: County highway 34,  Year Built: 1960,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,450 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,175 (year 2032),  Design Load: H 15,  Features Intersected: McCLAIN BRANCH,  Facility Carried by Structure: TROUPE SMITH 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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000

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Structure Number: 2475007,  Location: 4 MI S OF CONYERS (Lat: 33.590619,  Lng: -83.992639),  Route carried "on" structure: County highway 505,  Year Built: 1967,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 8,610 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,915 (year 2032),  Design Load: H 15,  Features Intersected: SNAPPING SHOALS CREEK,  Facility Carried by Structure: HONEY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  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: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 43.89m (144.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 247501,  Location: 2 MI NE OF CONYERS (Lat: 33.684269,  Lng: -83.981289),  Route carried "on" structure: County highway 133,  Year Built: 1989,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,320 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,980 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BOAR TUSK CREEK,  Facility Carried by Structure: BOAR TUSK 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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $328,000

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Structure Number: 2475011,  Location: 3 MI E OF CONYERS (Lat: 33.667019,  Lng: -83.938139),  Route carried "on" structure: County highway 161,  Year Built: 1979,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 2,180 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,270 (year 2032),  Design Load: HS 15,  Features Intersected: YELLOW RIVER,  Facility Carried by Structure: GEE'S MILL 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: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 16,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $1,563,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $2,344,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2475012,  Location: 5 MI E OF CONYERS (Lat: 33.661678,  Lng: -83.928028),  Route carried "on" structure: County highway 436,  Year Built: 1983,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 3,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,845 (year 2032),  Design Load: HS 15,  Features Intersected: BIG HAYNES CREEK,  Facility Carried by Structure: COSTLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $938,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,407,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2475013,  Location: 2.5 MI SW OF CONYERS (Lat: 33.631508,  Lng: -84.073119),  Route carried "on" structure: County highway 438,  Year Built: 1958,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,810 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,215 (year 2032),  Design Load: H 15,  Features Intersected: HONEY CREEK,  Facility Carried by Structure: SMYRNA 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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $258,000

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Structure Number: 2475019,  Location: 4 MI S OF CONYERS (Lat: 33.604389,  Lng: -84.057058),  Route carried "on" structure: County highway 40,  Year Built: 1993,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 270 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 405 (year 2032),  Design Load: H 15,  Features Intersected: HONEY CREEK TRIB.,  Facility Carried by Structure: GOODE 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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000

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Structure Number: 247502,  Location: 3 MI NE OF CONYERS (Lat: 33.687539,  Lng: -83.962269),  Route carried "on" structure: State highway 138,  Year Built: 1995,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 16,050 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,075 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: YELLOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  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: 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 2021,  Bridge Improvement Cost: $918,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,377,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2475021,  Location: 2.5 MI E OF CONYERS (Lat: 33.637039,  Lng: -83.977178),  Route carried "on" structure: County highway 666,  Year Built: 1995,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 15,260 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,890 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: DOGWOOD DR / CSX RR,  Facility Carried by Structure: NEW SALEM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.3 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,778,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $4,166,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2475022,  Location: 2.5 MI E OF CONYERS (Lat: 33.636200,  Lng: -83.975478),  Route carried "on" structure: Ramp County highway 1150,  Year Built: 1995,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: DOGWOOD ROAD CONN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $791,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,186,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2475023,  Location: 2.5 MI E OF CONYERS (Lat: 33.635444,  Lng: -83.977778),  Route carried "on" structure: State highway 162,  Year Built: 1995,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 32,560 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 48,840 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: SALEM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,618,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $2,426,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2475024,  Location: IN CONYERS (Lat: 33.658547,  Lng: -84.020089),  Route carried "on" structure: City street 9349,  Year Built: 1997,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 10,080 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,120 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-20 , CR 433, CR 445,  Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,834,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $4,252,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2475025,  Location: 2.5 MI W OF CONYERS (Lat: 33.644939,  Lng: -84.085558),  Route carried "on" structure: County highway 60,  Year Built: 1998,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HONEY CREEK,  Facility Carried by Structure: FLAT SHOALS 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: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000

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Structure Number: 2475027,  Location: 2.5 MI W OF CONYERS (Lat: 33.655650,  Lng: -84.087969),  Route carried "on" structure: County highway 59,  Year Built: 1999,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HONEY CREEK,  Facility Carried by Structure: OLD KLONDIKE 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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $293,000

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Structure Number: 2475028,  Location: 3 MI W OF CONYERS (Lat: 33.662389,  Lng: -84.084297),  Route carried "on" structure: City street 9338,  Year Built: 2001,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,345 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: HONEY CREEK,  Facility Carried by Structure: KLONDIKE 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: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of replacement,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 247503,  Location: 1 MI E OF CONYERS (Lat: 33.655878,  Lng: -84.003239),  Route carried "on" structure: State highway 20,  Year Built: 2006,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 45,300 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,950 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OLD COVINGTON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 34.5m (113.2ft),  Out-to-Out Width: 38.8m (127.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,422,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $2,132,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2170023,  Location: .25 MI E ROCKDALE CO LINE (Lat: 33.628278,  Lng: -83.947997),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 64,600 (year 2000),  Truck Traffic: 24%,  Features Intersected: CR 301 ALIMON ROAD,  Facility Carried by Structure: ALMON ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 138.404,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 2470002,  Location: 0.5 MI E OF CONYERS (Lat: 33.653667,  Lng: -84.005511),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2010),  Truck Traffic: 11%,  Features Intersected: SR 20
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 131.966,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 2470019,  Location: IN CONYERS (Lat: 33.664797,  Lng: -84.029550),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 73,000 (year 2011),  Truck Traffic: 11%,  Features Intersected: M-9338 KLONDIKE ROAD,  Facility Carried by Structure: KLONDIKE ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 128.748,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 2475021,  Location: 2.5 MI E OF CONYERS (Lat: 33.637039,  Lng: -83.977178),  Route carried "under" structure: County highway 446,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: NEW SALEM RD.,  Facility Carried by Structure: NEW SALEM ROAD
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 2475023,  Location: 2.5 MI E OF CONYERS (Lat: 33.635444,  Lng: -83.977778),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 52,758 (year 2010),  Truck Traffic: 11%,  Features Intersected: SR 162 SALEM RD,  Facility Carried by Structure: SALEM ROAD
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 135.185,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 2475024,  Location: IN CONYERS (Lat: 33.658547,  Lng: -84.020089),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2010),  Truck Traffic: 11%,  Features Intersected: M-9349 PARKER ROAD,  Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 130.357,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 2475024,  Location: IN CONYERS (Lat: 33.658547,  Lng: -84.020089),  Route carried "under" structure: City street 445,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 1%,  Features Intersected: M-9349 PARKER ROAD,  Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 2475024,  Location: IN CONYERS (Lat: 33.658547,  Lng: -84.020089),  Route carried "under" structure: City street 433,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 1%,  Features Intersected: M-9349 PARKER ROAD,  Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 6.437,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 247503,  Location: 1 MI E OF CONYERS (Lat: 33.655878,  Lng: -84.003239),  Route carried "under" structure: County highway 209,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2017),  Truck Traffic: 1%,  Features Intersected: CR00209,  Facility Carried by Structure: SR 20
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m