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

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Structure Number: 570005,  Location: IN S.W. CANTON (Lat: 34.228319,  Lng: -84.500178),  Route carried "on" structure: Business State highway 5,  Year Built: 1986,  Status: Open,  Structure Length: 28.01m (91.90ft),  Average Daily Traffic: 22,010 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,015 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ETOWAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 15,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $5,549,000,  Roadway Improvement Cost: $555,000,  Total Project Cost: $8,324,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570006,  Location: 1.9 MI NE OF CANTON (Lat: 34.254058,  Lng: -84.467169),  Route carried "on" structure: Business State highway 5,  Year Built: 1982,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 18,290 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,435 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 417 (I-575)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 62.8m (206.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.2m (89.2ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,785,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $4,177,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570008,  Location: 1.9 MI NE OF CANTON (Lat: 34.255000,  Lng: -84.466069),  Route carried "on" structure: Business State highway 5,  Year Built: 1982,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 20,540 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,810 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HICKORY LOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Structural Evaluation: 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 2020,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $778,000

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Structure Number: 57001,  Location: 4.5 MI WEST OF CANTON (Lat: 34.215447,  Lng: -84.564078),  Route carried "on" structure: State highway 20,  Year Built: 1950,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 11,750 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,625 (year 2032),  Design Load: H 15,  Features Intersected: ETOWAH RIVER
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: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.53m (57.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $1,414,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,122,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570011,  Location: LEVEL 2 OF TRI-LEVEL (Lat: 34.219439,  Lng: -84.489378),  Route carried "on" structure: State highway 20,  Year Built: 1982,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 15,340 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,010 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 417 (I-575)
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 45.3 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: Equal 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 2020,  Bridge Improvement Cost: $1,082,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,623,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570012,  Location: IN EAST CANTON (Lat: 34.238058,  Lng: -84.466069),  Route carried "on" structure: State highway 20,  Year Built: 1978,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 21,960 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,940 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 417 (I-575)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,379,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,069,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570013,  Location: IN EAST CANTON (Lat: 34.238319,  Lng: -84.466008),  Route carried "on" structure: State highway 20,  Year Built: 1976,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 12,300 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,450 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 417 (I-575)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,379,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,069,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570026,  Location: 2.4 MI SE OF WALESKA (Lat: 34.299458,  Lng: -84.519208),  Route carried "on" structure: State highway 140,  Year Built: 1942,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,530 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,795 (year 2031),  Design Load: H 15,  Features Intersected: SARDIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000

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Structure Number: 570027,  Location: JUST OUT OF S CANTON (Lat: 34.222458,  Lng: -84.481719),  Route carried "on" structure: State highway 140,  Year Built: 1977,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 11,370 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,055 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SCOTT MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $328,000

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Structure Number: 570031,  Location: 1.5 MI N OF HOLLY SPRGS (Lat: 34.197400,  Lng: -84.501528),  Route carried "on" structure: City street 309,  Year Built: 1981,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 4,030 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,045 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 417 (I-575),  Facility Carried by Structure: UNIVETER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,114,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,670,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570032,  Location: IN SOUTH CANTON (Lat: 34.219997,  Lng: -84.491439),  Route carried "on" structure: County highway 341,  Year Built: 1978,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 15,  Features Intersected: SR 20- SR 20 RAMP,  Facility Carried by Structure: KILLIAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,707,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $2,561,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570033,  Location: 1.7 MI S OF CANTON (Lat: 34.211158,  Lng: -84.491989),  Route carried "on" structure: County highway 333,  Year Built: 1982,  Status: Open,  Structure Length: 9.75m (31.99ft),  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: SR 417 (I-575),  Facility Carried by Structure: BRICK MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,875,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570046,  Location: IN SOUTH CANTON (Lat: 34.223519,  Lng: -84.484228),  Route carried "on" structure: Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 52,270 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 78,405 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 140
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $711,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,067,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570047,  Location: IN SOUTH CANTON (Lat: 34.223689,  Lng: -84.484469),  Route carried "on" structure: Interstate 575,  Year Built: 1978,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 52,270 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 78,405 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 140
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $711,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,067,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570048,  Location: IN SOUTH CANTON (Lat: 34.224539,  Lng: -84.482950),  Route carried "on" structure: Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 52,270 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 78,405 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: GNRR-SCOTT MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Underclear: 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 2020,  Bridge Improvement Cost: $1,422,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $2,133,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570049,  Location: IN SOUTH CANTON (Lat: 34.224819,  Lng: -84.483050),  Route carried "on" structure: Interstate 575,  Year Built: 1977,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 52,270 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 78,405 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: GNRR/SCOTT MILL CRK
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: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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 2020,  Bridge Improvement Cost: $1,137,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,705,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57005,  Location: IN EAST CANTON (Lat: 34.231878,  Lng: -84.467528),  Route carried "on" structure: Interstate 575,  Year Built: 1979,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 53,890 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 80,835 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CANTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.578,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $527,000

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Structure Number: 570051,  Location: 1.9 MI NE OF CANTON (Lat: 34.250878,  Lng: -84.467158),  Route carried "on" structure: Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 19.42m (63.71ft),  Average Daily Traffic: 48,800 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 73,200 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RR - ETOWAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.8 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: Equal to present desirable criteria,  Underclear: 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: May 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $2,489,000,  Roadway Improvement Cost: $249,000,  Total Project Cost: $3,733,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570052,  Location: 1.9 MI NE OF CANTON (Lat: 34.250878,  Lng: -84.467458),  Route carried "on" structure: Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 19.42m (63.71ft),  Average Daily Traffic: 48,800 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 73,200 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RR - ETOWAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present desirable criteria,  Underclear: 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: May 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $2,489,000,  Roadway Improvement Cost: $249,000,  Total Project Cost: $3,733,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570053,  Location: 1.9 MI NE OF CANTON (Lat: 34.256758,  Lng: -84.466928),  Route carried "on" structure: Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 30,470 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 45,705 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HICKORY LOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft)

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: April 2020,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $778,000

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Structure Number: 570055,  Location: TOP OF TRI LEVEL (Lat: 34.219569,  Lng: -84.489339),  Route carried "on" structure: Ramp Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 7,260 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,890 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 20 (EBL) (A-588)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

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: 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 2020,  Bridge Improvement Cost: $713,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,070,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570056,  Location: IN SOUTH CANTON (Lat: 34.224350,  Lng: -84.482769),  Route carried "on" structure: Ramp Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 2,920 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,380 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: GNRR-SCOTT MILL CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal 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: April 2020,  Bridge Improvement Cost: $790,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,185,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570057,  Location: IN SOUTH CANTON (Lat: 34.225739,  Lng: -84.483678),  Route carried "on" structure: Ramp Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 3,180 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,770 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: GNRR-SCOTT MILL CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $952,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,428,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570058,  Location: 1.9 MI NE OF CANTON (Lat: 34.250989,  Lng: -84.466700),  Route carried "on" structure: Ramp Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 22.71m (74.51ft),  Average Daily Traffic: 12,370 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,555 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: L&N RR- ETOWAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.8 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,  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: May 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $2,117,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $3,175,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570059,  Location: 1.9 MI NE OF CANTON (Lat: 34.250928,  Lng: -84.468039),  Route carried "on" structure: Ramp Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 21.67m (71.10ft),  Average Daily Traffic: 12,340 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,510 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: L&N RR- ETOWAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.2 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $2,020,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $3,031,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57006,  Location: 1.9 MI NE OF CANTON (Lat: 34.252958,  Lng: -84.465569),  Route carried "on" structure: Ramp Interstate 575,  Year Built: 1982,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 13,240 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,860 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HICKORY LOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.187,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $597,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $895,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570066,  Location: IN NORTH CANTON (Lat: 34.240708,  Lng: -84.494308),  Route carried "on" structure: County highway 828,  Year Built: 1983,  Status: Open,  Structure Length: 24.02m (78.81ft),  Average Daily Traffic: 12,480 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,720 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ETOWAH RIVER,  Facility Carried by Structure: WALESKA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.0 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: 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: April 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $4,758,000,  Roadway Improvement Cost: $476,000,  Total Project Cost: $7,137,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570071,  Location: IN SOUTH CANTON (Lat: 34.220889,  Lng: -84.496308),  Route carried "on" structure: County highway 1375,  Year Built: 1978,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 5,030 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,545 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 20,  Facility Carried by Structure: MARIETTA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,493,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $2,239,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 570072,  Location: IN SOUTH CANTON (Lat: 34.229519,  Lng: -84.491219),  Route carried "on" structure: County highway 1375,  Year Built: 1934,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 12,570 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,855 (year 2031),  Design Load: H 15,  Features Intersected: CANTON CREEK,  Facility Carried by Structure: MARIETTA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.0 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.39m (34.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $508,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $762,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 570076,  Location: 4.9 MI NE OF CANTON (Lat: 34.292228,  Lng: -84.436339),  Route carried "on" structure: County highway 55,  Year Built: 1984,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 20,  Features Intersected: SR 417 (I-575),  Facility Carried by Structure: LOWER BETHANY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Equal 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 2020,  Bridge Improvement Cost: $1,442,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $2,163,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570077,  Location: 3.8 MI NE OF CANTON (Lat: 34.280878,  Lng: -84.450528),  Route carried "on" structure: County highway 86,  Year Built: 1984,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 2,630 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,945 (year 2031),  Design Load: HS 20,  Features Intersected: SR 417 (I-575) NBL,  Facility Carried by Structure: OLD PAGE PLACE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 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: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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: April 2020,  Bridge Improvement Cost: $934,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,401,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570078,  Location: 3.8 MI NE OF CANTON (Lat: 34.282389,  Lng: -84.450939),  Route carried "on" structure: County highway 86,  Year Built: 1984,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 2,630 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,945 (year 2031),  Design Load: HS 20,  Features Intersected: SR 417 (I-575) SBL,  Facility Carried by Structure: OLD PAGE PLACE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.8 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: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $770,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,155,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 570079,  Location: 3.2 MI NE OF CANTON (Lat: 34.276039,  Lng: -84.459619),  Route carried "on" structure: County highway 100,  Year Built: 1983,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 15,  Features Intersected: SR 417 (I-575) SBL,  Facility Carried by Structure: OLD VANDIEVER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $836,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,254,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57008,  Location: 3.2 MI NE OF CANTON (Lat: 34.274408,  Lng: -84.458978),  Route carried "on" structure: County highway 100,  Year Built: 1983,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 15,  Features Intersected: SR 417 (I-575) NBL,  Facility Carried by Structure: OLD VANDIEVER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $836,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,254,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 575007,  Location: 5 MI W OF BALL GROUND (Lat: 34.345728,  Lng: -84.459769),  Route carried "on" structure: County highway 55,  Year Built: 1940,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Features Intersected: BLUFF CREEK,  Facility Carried by Structure: UPPER BETHANY RD
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: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 39.0 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 41.03m (134.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 575013,  Location: 4 MI NW OF BALL GROUND (Lat: 34.357397,  Lng: -84.446289),  Route carried "on" structure: County highway 116,  Year Built: 1989,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SOAP CREEK,  Facility Carried by Structure: SOAP CREEK 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: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $141,000

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Structure Number: 575025,  Location: 3 MI E OF CANTON (Lat: 34.225819,  Lng: -84.434897),  Route carried "on" structure: County highway 281,  Year Built: 1962,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Features Intersected: CANTON CREEK TRIB,  Facility Carried by Structure: EPPERSON 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: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 41.06m (134.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 575026,  Location: 3 MI SE OF CANTON (Lat: 34.220108,  Lng: -84.441008),  Route carried "on" structure: County highway 288,  Year Built: 1976,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CANTON CREEK,  Facility Carried by Structure: SCOTT 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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: 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: April 2020,  Bridge Improvement Cost: $188,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $281,000

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Structure Number: 575074,  Location: 5 MILES NORTH OF CANTON (Lat: 34.286289,  Lng: -84.436439),  Route carried "on" structure: County highway 1531,  Year Built: 2000,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: H 15,  Features Intersected: ETOWAH RIVER TRIB.,  Facility Carried by Structure: ROBERTS 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: 4.3m (14.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $229,000

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Structure Number: 575076,  Location: 4 MI W OF BALL GROUND (Lat: 34.346289,  Lng: -84.451428),  Route carried "on" structure: County highway 114,  Year Built: 2000,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 104 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 156 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BLUFF CREEK,  Facility Carried by Structure: WEATHERBY 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: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $205,000

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Structure Number: 575085,  Location: 2 MI SE OF CANTON (Lat: 34.209208,  Lng: -84.475547),  Route carried "on" structure: County highway 333,  Year Built: 2002,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SCOTT MILL CREEK,  Facility Carried by Structure: BRICK 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: 3.4m (11.2ft),  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: 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: May 2020,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000