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

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Structure Number: 670011,  Location: 5.6 MI SE OF MARIETTA (Lat: 33.894189,  Lng: -84.479339),  Route carried "on" structure: US 41,  Year Built: 1936,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 42,070 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 63,105 (year 2032),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 670052,  Location: 4.5 MILES SOUTH EAST OF S (Lat: 33.825253,  Lng: -84.489519),  Route carried "on" structure: State highway 280,  Year Built: 1969,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 48,740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 73,110 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285,  Facility Carried by Structure: SOUTH COBB DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.1m (92.2ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,226,000,  Roadway Improvement Cost: $223,000,  Total Project Cost: $3,339,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670053,  Location: 3.4 MI SE OF SMYRNA (Lat: 33.840017,  Lng: -84.496181),  Route carried "on" structure: State highway 280,  Year Built: 1976,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 30,520 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,780 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD (639142K),  Facility Carried by Structure: SOUTH COBB DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670054,  Location: 1.9 MI SOUTH OF SMYRNA (Lat: 33.856008,  Lng: -84.513850),  Route carried "on" structure: State highway 280,  Year Built: 1959,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 28,660 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,990 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LAUREL BRANCH,  Facility Carried by Structure: SOUTH COBB DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 670067,  Location: 5.8 MI SE OF MARIETTA (Lat: 33.899119,  Lng: -84.470639),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 257,440 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 386,160 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.430,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.8m (192.9ft),  Skew: 39 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,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $453,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $680,000

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Structure Number: 670091,  Location: 4.7 MI SE OF SMYRNA (Lat: 33.818397,  Lng: -84.495475),  Route carried "on" structure: Interstate 285,  Year Built: 1968,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 135,310 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 202,965 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NS RR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 40.9m (134.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670093,  Location: 4.7 MI SE OF SMYRNA (Lat: 33.819172,  Lng: -84.495000),  Route carried "on" structure: Interstate 285,  Year Built: 1968,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 135,310 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 202,965 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 39.1m (128.3ft),  Out-to-Out Width: 40.9m (134.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.1 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670095,  Location: 4.3 MI SE OF SMYRNA (Lat: 33.829850,  Lng: -84.486336),  Route carried "on" structure: Interstate 285,  Year Built: 1969,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 140,510 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 210,765 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9325 CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 39.2m (128.6ft),  Out-to-Out Width: 40.9m (134.2ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670099,  Location: 3.1 MI EAST OF SMYRNA (Lat: 33.884403,  Lng: -84.469936),  Route carried "on" structure: Interstate 285,  Year Built: 1963,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 147,990 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 221,985 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 3 (US 41)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 43.4m (142.4ft),  Out-to-Out Width: 45.5m (149.3ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,472,000,  Roadway Improvement Cost: $247,000,  Total Project Cost: $3,708,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6701,  Location: 6.7 MI SE OF MARIETTA (Lat: 33.889228,  Lng: -84.462689),  Route carried "on" structure: Interstate 285,  Year Built: 1978,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 79,670 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 119,505 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RMP I-285 CCBL TO I-75S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2021,  Bridge Improvement Cost: $1,506,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $2,259,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 670101,  Location: 6.7 MI SE OF MARIETTA (Lat: 33.890269,  Lng: -84.460769),  Route carried "on" structure: Interstate 285,  Year Built: 1978,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 79,670 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 119,505 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 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: Superior to present desirable criteria,  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: $2,287,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $3,431,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670104,  Location: 6.7 MI SE OF MARIETTA (Lat: 33.892047,  Lng: -84.459261),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,600 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 RAMP TO I-75 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670129,  Location: 3.2 MI E OF SMYRNA (Lat: 33.880089,  Lng: -84.473189),  Route carried "on" structure: City street 9016,  Year Built: 1969,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 15,090 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,635 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285-CR1951 SPRING HILL,  Facility Carried by Structure: CUMBERLAND BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,932,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $2,898,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 670155,  Location: 4.4 MI S OF SMYRNA (Lat: 33.819889,  Lng: -84.498828),  Route carried "on" structure: City street 9025,  Year Built: 1993,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 18,170 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,255 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: N S RAIL ROAD (719840A),  Facility Carried by Structure: OAKDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 670166,  Location: 1.8 MI W OF SMYRNA (Lat: 33.869878,  Lng: -84.555708),  Route carried "on" structure: City street 9036,  Year Built: 1996,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 8,830 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,245 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NICKAJACK CREEK,  Facility Carried by Structure: HURT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.5 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: 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: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 670195,  Location: 0.87 NW I-75 & I-285 INT (Lat: 33.896178,  Lng: -84.467439),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 16,600 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,900 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 RAMP TO I-285
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.820,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 78.6m (257.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $733,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670197,  Location: I-285 & I-75 INTERCHANGE (Lat: 33.890061,  Lng: -84.462917),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1986,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 27,350 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,025 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 CD WEST BOUND
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 416.820,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $606,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $908,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670203,  Location: 4 MI S OF SMYRNA (Lat: 33.828297,  Lng: -84.501628),  Route carried "on" structure: County highway 2835,  Year Built: 1983,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 28,820 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,230 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NICKAJACK CREEK TRIB.,  Facility Carried by Structure: HIGHLAND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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: 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: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $299,000

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Structure Number: 675129,  Location: 6 MI SE OF MARIETTA (Lat: 33.901069,  Lng: -84.466319),  Route carried "on" structure: County highway 3068,  Year Built: 1975,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 8,980 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,470 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROTTENWOOD CREEK,  Facility Carried by Structure: INTERST NORTH PWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675179,  Location: 3 MI SW OF SYRMNA (Lat: 33.854078,  Lng: -84.559728),  Route carried "on" structure: City street 2835,  Year Built: 1997,  Status: Open,  Structure Length: 28.65m (94.00ft),  Average Daily Traffic: 28,820 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,230 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NICKAJACK CREEK,  Facility Carried by Structure: EAST-WEST CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,676,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $8,514,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 67518,  Location: 3 MILES SOUTH WEST OF SMY (Lat: 33.852869,  Lng: -84.557481),  Route carried "on" structure: County highway 1782,  Year Built: 1997,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 5,170 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,755 (year 2032),  Design Load: HS 20,  Features Intersected: M-9034 E-W CONNECTOR,  Facility Carried by Structure: CONCORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $756,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675181,  Location: 3 MILES SOUTH OF SMYRNA (Lat: 33.845669,  Lng: -84.534008),  Route carried "on" structure: City street 2835,  Year Built: 1997,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 28,820 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,230 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COOPER LAKE TRIB.,  Facility Carried by Structure: EAST/WEST CONNECTO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 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: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $190,000

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Structure Number: 675191,  Location: 3 MI. EAST OF SMYRNA (Lat: 33.894367,  Lng: -84.464489),  Route carried "on" structure: County highway 9036,  Year Built: 1998,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 6,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 AND RAMPS,  Facility Carried by Structure: WINDY RIDGE PARKWA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 5,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 61.0m (200.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,914,000,  Roadway Improvement Cost: $391,000,  Total Project Cost: $5,871,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675192,  Location: 3.3 MI E OF SMYRNA (Lat: 33.897628,  Lng: -84.460036),  Route carried "on" structure: City street 2039,  Year Built: 1998,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 6,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROTTENWOOD CREEK,  Facility Carried by Structure: WINDY RIDGE PWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $942,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,413,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675199,  Location: 2.5 MILES SOUTH OF SMYRNA (Lat: 33.845128,  Lng: -84.512200),  Route carried "on" structure: County highway 9003,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,600 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,400 (year 2032),  Design Load: HS 20,  Features Intersected: LAUREL BRANCH,  Facility Carried by Structure: COOPER LAKE 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: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000

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Structure Number: 675209,  Location: 2.6 MILES SOUTH OF SMYRNA (Lat: 33.842806,  Lng: -84.533342),  Route carried "on" structure: City street 9003,  Year Built: 1999,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 9,900 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,850 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NICKAJACK CREEK,  Facility Carried by Structure: COPPER LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Bridge Improvement Cost: $1,074,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,612,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 67521,  Location: 2.8 MI S OF SMYRNA (Lat: 33.839889,  Lng: -84.535586),  Route carried "on" structure: City street 9003,  Year Built: 1999,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 5,790 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,685 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NOR SOUTHERN RAILROAD,  Facility Carried by Structure: COOPER LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $688,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,032,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675218,  Location: 1 MI W OF SMYRNA (Lat: 33.876608,  Lng: -84.542850),  Route carried "on" structure: County highway 1874,  Year Built: 1999,  Status: Open,  Structure Length: 2.99m (9.81ft),  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: NICKAJACK CREEK,  Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 76.2 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: 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: April 2021,  Bridge Improvement Cost: $383,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $574,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675219,  Location: 6.7 MILES SOUTH EAST OF M (Lat: 33.893458,  Lng: -84.457589),  Route carried "on" structure: County highway 3068,  Year Built: 1999,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 8,980 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,470 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROTTENWOOD CREEK,  Facility Carried by Structure: INTERST NORTH PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $851,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $1,277,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675236,  Location: 6.7 MILES SE OF MARIETTA (Lat: 33.892719,  Lng: -84.457358),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 2003,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 66,170 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 99,255 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROTTENWOOD CR-CUMB. BVLD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675237,  Location: 6.7 MILES SOUTH EAST OF M (Lat: 33.892969,  Lng: -84.457419),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 2003,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 1,600 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROTTENWOOD CR&CUMBERLAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,305,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,958,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675269,  Location: 1.1 MI W OF SMYRNA (Lat: 33.892497,  Lng: -84.553489),  Route carried "on" structure: County highway 1098,  Year Built: 2008,  Status: Open,  Structure Length: 1.83m (6.00ft),  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: NICKAJACK CREEK TRIB,  Facility Carried by Structure: OLIVE SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675277,  Location: WEST OF SMYRNA (Lat: 33.889306,  Lng: -84.548286),  Route carried "on" structure: County highway 1751,  Year Built: 2010,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 7,880 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,614 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NICKAJACK CREEK,  Facility Carried by Structure: SMYRNA-POWDER SPRI
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: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $438,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $656,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675278,  Location: 2 MILES W OF SMYRNA (Lat: 33.880808,  Lng: -84.561750),  Route carried "on" structure: County highway 1751,  Year Built: 2009,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,900 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,850 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NICKAJACK CREEK,  Facility Carried by Structure: SMYRNA-POWDER SPRI
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: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.2 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: September 2021,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $211,000

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Structure Number: 675299,  Location: 3 MILES SOUTH OF MARIET (Lat: 33.876686,  Lng: -84.492856),  Route carried "on" structure: County highway 1963,  Year Built: 2012,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 1,900 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,850 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CAMPBELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $766,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,149,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675334,  Location: 6.7 MILES SOUTH EAST OF M (Lat: 33.889517,  Lng: -84.463931),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 2017,  Status: Open,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 2,100 (year 2018),  Average Future Daily Traffic: 860 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-285WB/COBB PKY WY RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.79m (51.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $38,362,000,  Roadway Improvement Cost: $3,836,000,  Total Project Cost: $57,543,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675335,  Location: 6.7 MILES SOUTH EAST OF M (Lat: 33.889281,  Lng: -84.463597),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 2017,  Status: Open,  Structure Length: 28.68m (94.09ft),  Average Daily Traffic: 2,100 (year 2018),  Average Future Daily Traffic: 860 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-285/S.COBB/RAMPAA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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,  Length Of Structure Improvement: 34.41m (112.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $83,561,000,  Roadway Improvement Cost: $8,356,000,  Total Project Cost: $125,341,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675336,  Location: 3 MILES EAST OF SMYRNA (Lat: 33.896547,  Lng: -84.467281),  Route carried "on" structure: Ramp Interstate 401,  Year Built: 2018,  Status: Open,  Structure Length: 24.60m (80.71ft),  Average Daily Traffic: 9,999 (year 2018),  Average Future Daily Traffic: 9,999 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-75 SBL,I-75RAMP,I-75ML,  Facility Carried by Structure: I-75 MANAGED LANES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 417.657,  Lanes on structure: 2,  Lanes under structure: 9,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.9 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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 29.50m (96.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $71,662,000,  Roadway Improvement Cost: $7,166,000,  Total Project Cost: $107,493,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675357,  Location: 6.7 MI SE OF MARIETTA (Lat: 33.891039,  Lng: -84.461458),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 2017,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 37,960 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 46,658 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $16,724,000,  Roadway Improvement Cost: $1,672,000,  Total Project Cost: $25,086,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675367,  Location: 1.5 MI S OF SMYRNA (Lat: 33.857475,  Lng: -84.526956),  Route carried "on" structure: County highway 2851,  Year Built: 2020,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NICKAJACK CREEK TRIB,  Facility Carried by Structure: GANN 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: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 98.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670052,  Location: 4.5 MILES SOUTH EAST OF S (Lat: 33.825253,  Lng: -84.489519),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 148,600 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 280 SOUTH COBB DRIVE,  Facility Carried by Structure: SOUTH COBB DRIVE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 24.140,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 670095,  Location: 4.3 MI SE OF SMYRNA (Lat: 33.829850,  Lng: -84.486336),  Route carried "under" structure: City street 9325,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-285,  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 670099,  Location: 3.1 MI EAST OF SMYRNA (Lat: 33.884403,  Lng: -84.469936),  Route carried "under" structure: US 41,  Structure Length: 0. m,  Average Daily Traffic: 48,200 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-285,  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 3.219,  Lanes on structure: 8,  Length of Maximum Span: 0.0m