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

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Structure Number: 670012,  Location: IN SE MARIETTA (Lat: 33.908681,  Lng: -84.492708),  Route carried "on" structure: US 41,  Year Built: 1936,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 32,040 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,060 (year 2032),  Design Load: H 15,  Features Intersected: POORHOUSE 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: 23.5m (77.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: 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: March 2021

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Structure Number: 670013,  Location: IN SE MARIETTA (Lat: 33.922431,  Lng: -84.505194),  Route carried "on" structure: US 41,  Year Built: 1956,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 29,070 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,605 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.4m (149.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.37m (37.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $978,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,467,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 670014,  Location: IN SE MARIETTA (Lat: 33.922833,  Lng: -84.501147),  Route carried "on" structure: Ramp US 41,  Year Built: 1967,  Status: Open,  Structure Length: 9.78m (32.09ft),  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: SR 280
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  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,  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: 670015,  Location: IN SE MARIETTA (Lat: 33.925550,  Lng: -84.507000),  Route carried "on" structure: US 41,  Year Built: 1936,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 29,070 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,605 (year 2032),  Design Load: H 15,  Features Intersected: ROTTENWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  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: 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: 67002,  Location: IN NORTH MARIETTA (Lat: 33.981742,  Lng: -84.539444),  Route carried "on" structure: City street 9004,  Year Built: 1973,  Status: Open,  Structure Length: 16.55m (54.30ft),  Average Daily Traffic: 9,540 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,310 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 + (3) I-75 RAMPS,  Facility Carried by Structure: CANTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670022,  Location: 2.3 MI N OF MARIETTA (Lat: 33.984250,  Lng: -84.542100),  Route carried "on" structure: State highway 5,  Year Built: 1974,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 15,560 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,340 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 + (1) I-75 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 19 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum 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: 670023,  Location: 2.3 MILES NORTH OF MARIET (Lat: 33.984547,  Lng: -84.542233),  Route carried "on" structure: State highway 5,  Year Built: 1974,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 15,560 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,340 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 + (1) I-75 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 3,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.0m (52.5ft)

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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,029,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $3,043,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670024,  Location: @ E MARIETTA CITY LIMITS (Lat: 33.987558,  Lng: -84.538339),  Route carried "on" structure: Spur State highway 5,  Year Built: 1974,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 9,980 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,970 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR 994 DICKSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $524,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670025,  Location: @ E MARIETTA CITY LIMITS (Lat: 33.987628,  Lng: -84.538533),  Route carried "on" structure: Spur State highway 5,  Year Built: 1974,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 41,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR 994 DICKSON ROAD
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: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $768,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670026,  Location: @ E MARIETTA CITY LIMITS (Lat: 33.987758,  Lng: -84.538808),  Route carried "on" structure: Spur State highway 5,  Year Built: 1974,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 41,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR 994 DICKSON ROAD
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: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

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: Better than present minimum 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: 670027,  Location: @ E MARIETTA CITY LIMITS (Lat: 33.987828,  Lng: -84.539039),  Route carried "on" structure: Spur State highway 5,  Year Built: 1974,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 15,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR 994 DICKSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: 670038,  Location: 5 MI W OF MARIETTA (Lat: 33.948528,  Lng: -84.635336),  Route carried "on" structure: State highway 120,  Year Built: 1945,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 34,520 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 51,780 (year 2032),  Design Load: H 15,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 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: March 2021

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Structure Number: 670039,  Location: 4.1 MI W OF MARIETTA (Lat: 33.945978,  Lng: -84.619950),  Route carried "on" structure: State highway 120,  Year Built: 1945,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 31,140 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,710 (year 2032),  Design Load: H 15,  Features Intersected: NOSES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 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: 0.0m

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: March 2021

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Structure Number: 67004,  Location: IN EAST MARIETTA (Lat: 33.961108,  Lng: -84.496269),  Route carried "on" structure: State highway 120,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 55,010 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 82,515 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft)

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: March 2021

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Structure Number: 670041,  Location: 6 MI E OF MARIETTA (Lat: 33.979139,  Lng: -84.452028),  Route carried "on" structure: State highway 120,  Year Built: 1974,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 36,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,030 (year 2032),  Design Load: HS 20,  Features Intersected: SEWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft)

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: March 2021

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Structure Number: 670043,  Location: 2.4 MI E OF MARIETTA (Lat: 33.964669,  Lng: -84.509958),  Route carried "on" structure: State highway 120,  Year Built: 1969,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 23,710 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,565 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOPE CREEK
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: 21.9m (71.9ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

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: March 2021

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Structure Number: 670044,  Location: 3 MI E OF MARIETTA (Lat: 33.964478,  Lng: -84.499831),  Route carried "on" structure: State highway 120,  Year Built: 1969,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 23,710 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,565 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOPE CREEK
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: 21.9m (71.9ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: 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: 670045,  Location: IN EAST MARIETTA (Lat: 33.960492,  Lng: -84.497119),  Route carried "on" structure: State highway 120,  Year Built: 1969,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 23,710 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,565 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 120
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.13m (39.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $738,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,108,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670046,  Location: IN EAST MARIETTA (Lat: 33.960561,  Lng: -84.497006),  Route carried "on" structure: State highway 120,  Year Built: 1969,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 23,710 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,565 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 120
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $738,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,108,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670047,  Location: IN SOUTH EAST MARIETTA (Lat: 33.941047,  Lng: -84.504503),  Route carried "on" structure: State highway 120,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 40,060 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 60,090 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 + (1) I-75 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 9,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 21 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: 40.8m (133.9ft),  Out-to-Out Width: 41.8m (137.1ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,330,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $4,996,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 670057,  Location: 4.2 MI SE OF MARIETTA (Lat: 33.922800,  Lng: -84.485492),  Route carried "on" structure: State highway 280,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 31,680 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,520 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 - I-75 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 8,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 37.5m (123.0ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,121,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $4,682,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670068,  Location: 4.9 MI SE OF MARIETTA (Lat: 33.911939,  Lng: -84.478858),  Route carried "on" structure: Interstate 75,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 278,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 418,275 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9495 TERRELL MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 420.039,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,360,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $2,040,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670069,  Location: 4.9 MI SE OF MARIETTA (Lat: 33.911828,  Lng: -84.479408),  Route carried "on" structure: Interstate 75,  Year Built: 1965,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 278,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 418,275 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9495 TERRELL MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 420.039,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,274,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,912,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 67007,  Location: 4.5 MI SE OF MARIETTA (Lat: 33.919119,  Lng: -84.483169),  Route carried "on" structure: Interstate 75,  Year Built: 1965,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 278,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 418,275 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: POORHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 420.039,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 69.8m (229.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: 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: September 2021,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $551,000

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Structure Number: 670071,  Location: IN SOUTH EAST MARIETTA (Lat: 33.928739,  Lng: -84.488578),  Route carried "on" structure: Interstate 75,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 254,800 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 382,200 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROTTENWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 421.648,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

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: August 2021,  Bridge Improvement Cost: $953,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,430,000

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Structure Number: 670072,  Location: IN EAST MARIETTA (Lat: 33.945508,  Lng: -84.511358),  Route carried "on" structure: Interstate 75,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 224,470 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 336,705 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR 1043 BANBERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 424.867,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 57.0m (187.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 670073,  Location: IN EAST MARIETTA (Lat: 33.950861,  Lng: -84.516311),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 224,470 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 336,705 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROSWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 424.867,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 50.8m (166.7ft),  Out-to-Out Width: 52.5m (172.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670074,  Location: IN EAST MARIETTA (Lat: 33.961628,  Lng: -84.519792),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 225,340 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 338,010 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 120 LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 426.476,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 50.7m (166.3ft),  Out-to-Out Width: 52.3m (171.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,399,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $3,599,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670075,  Location: IN NORTH EAST MARIETTA (Lat: 33.967847,  Lng: -84.525700),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 225,340 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 338,010 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 428.086,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: 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: September 2021,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $503,000

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Structure Number: 670076,  Location: 2.5 MI N OF MARIETTA (Lat: 33.988925,  Lng: -84.547075),  Route carried "on" structure: Interstate 75,  Year Built: 1974,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 219,180 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 328,770 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR 992 DICKSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 431.304,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 57.6m (189.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 65.3m (214.2ft),  Out-to-Out Width: 67.1m (220.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,141,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $3,211,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 670078,  Location: 2.7 MI N OF MARIETTA (Lat: 33.991078,  Lng: -84.551139),  Route carried "on" structure: Interstate 75,  Year Built: 1973,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 219,180 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 328,770 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9020 BELLS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 431.304,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 59.2m (194.2ft),  Out-to-Out Width: 60.9m (199.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 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: 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: May 2021,  Bridge Improvement Cost: $2,330,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $3,495,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 67008,  Location: 3.7 MI SE OF KENNESAW (Lat: 33.996547,  Lng: -84.559519),  Route carried "on" structure: Interstate 75,  Year Built: 1973,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 219,180 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 328,770 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NOONDAY CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 431.304,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: May 2021,  Bridge Improvement Cost: $298,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $448,000

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Structure Number: 670081,  Location: 2.9 MILES SE OF KENNESAW (Lat: 34.009978,  Lng: -84.567408),  Route carried "on" structure: Interstate 75,  Year Built: 1973,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 129,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 193,530 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 5C ERNEST BARRETT PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 432.914,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670082,  Location: 2.9 MI SE OF KENNESAW (Lat: 34.009639,  Lng: -84.568008),  Route carried "on" structure: Interstate 75,  Year Built: 1973,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 129,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 193,530 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 5C ERNEST BARRETT PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 432.914,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 67011,  Location: 3.6 MI SE OF KENNESAW (Lat: 34.000228,  Lng: -84.562158),  Route carried "on" structure: Interstate 575,  Year Built: 1980,  Status: Open,  Structure Length: 16.25m (53.31ft),  Average Daily Traffic: 71,890 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,835 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,083,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $3,124,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670111,  Location: 3 MI E OF KENNESAW (Lat: 34.014078,  Lng: -84.558619),  Route carried "on" structure: Interstate 575,  Year Built: 1979,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 71,890 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 107,835 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 5C ERNEST BARRETT PKY
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: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $817,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,225,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 670112,  Location: 3 MI E OF KENNESAW (Lat: 34.014089,  Lng: -84.558928),  Route carried "on" structure: Interstate 575,  Year Built: 1979,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 75,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 113,130 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 5C ERNEST BARRETT PKY
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: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.5 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $817,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,225,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 670113,  Location: 3 MI E OF KENNESAW (Lat: 34.024939,  Lng: -84.559739),  Route carried "on" structure: Interstate 575,  Year Built: 1980,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 75,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 113,130 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NOONDAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  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: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670114,  Location: 3 MI E OF KENNESAW (Lat: 34.024900,  Lng: -84.560039),  Route carried "on" structure: Interstate 575,  Year Built: 1980,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 75,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 113,130 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NOONDAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  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: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670141,  Location: 4 MI NE OF SMYRNA (Lat: 33.922653,  Lng: -84.478731),  Route carried "on" structure: City street 9000,  Year Built: 1974,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 32,690 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 49,035 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROTTENWOOD CREEK,  Facility Carried by Structure: DELK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  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: August 2021,  Bridge Improvement Cost: $882,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,323,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 670143,  Location: 3.5 MI NE OF SMYRNA (Lat: 33.901786,  Lng: -84.473467),  Route carried "on" structure: County highway 9001,  Year Built: 1980,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 28,760 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,140 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 - I-75 RAMP,  Facility Carried by Structure: WINDY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 7,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.6m (90.6ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,168,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $4,752,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 670144,  Location: 3.7 MI NE OF SMYRNA (Lat: 33.903811,  Lng: -84.470853),  Route carried "on" structure: City street 9001,  Year Built: 1980,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 28,760 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,140 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROTTENWOOD CREEK,  Facility Carried by Structure: WINDY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.9m (101.4ft)

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: 32.6 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: 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: $1,274,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,912,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 67015,  Location: 3.8 MI E OF KENNESAW (Lat: 34.023239,  Lng: -84.548108),  Route carried "on" structure: City street 9020,  Year Built: 1959,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 10,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,345 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NOONDAY CREEK,  Facility Carried by Structure: BELLS FERRY 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),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  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: 45.05m (147.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $613,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $920,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous