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

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Structure Number: 450023,  Location: 3.5 MI E OF TEMPLE (Lat: 33.736478,  Lng: -84.973928),  Route carried "on" structure: US 78,  Year Built: 1932,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 6,120 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,180 (year 2031),  Design Load: H 15,  Features Intersected: LITTLE TALLAPOOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $399,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $598,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 450031,  Location: 3 MI S OF VILLA RICA (Lat: 33.688547,  Lng: -84.942836),  Route carried "on" structure: State highway 61,  Year Built: 1987,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 26,020 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,030 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BAY SPRING 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: 19.5m (64.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $226,000

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Structure Number: 450032,  Location: IN SW VILLA RICA (Lat: 33.722400,  Lng: -84.930619),  Route carried "on" structure: County highway 849,  Year Built: 1974,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 6,820 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,230 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: S CARROLLTON RD
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: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,610,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $2,415,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 450033,  Location: IN W VILLA RICA (Lat: 33.722258,  Lng: -84.939219),  Route carried "on" structure: State highway 61,  Year Built: 1976,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 19,730 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,595 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,278,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,916,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 450034,  Location: IN WEST VILLA RICA (Lat: 33.722258,  Lng: -84.939447),  Route carried "on" structure: State highway 61,  Year Built: 1976,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 19,730 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,595 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.6 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,375,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,063,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 450054,  Location: 2.5 MI W OF VILLA RICA (Lat: 33.719272,  Lng: -84.956794),  Route carried "on" structure: County highway 356,  Year Built: 1975,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 4,950 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,425 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: SOUTH VANWERT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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 2020,  Bridge Improvement Cost: $1,344,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $2,016,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450055,  Location: IN SOUTH VILLA RICA (Lat: 33.722656,  Lng: -84.921956),  Route carried "on" structure: County highway 399,  Year Built: 1974,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 15,  Features Intersected: I-20,  Facility Carried by Structure: DANIEL 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: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: September 2020,  Bridge Improvement Cost: $1,172,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,758,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 450073,  Location: 3.5 MI SE OF TEMPLE (Lat: 33.717369,  Lng: -84.975839),  Route carried "on" structure: County highway 830,  Year Built: 1975,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 570 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 855 (year 2031),  Design Load: HS 15,  Features Intersected: I-20,  Facility Carried by Structure: PLEASANT GROVE C R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to 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: September 2020,  Bridge Improvement Cost: $1,571,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,356,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450086,  Location: 4.5 MI S OF VILLA RICA (Lat: 33.667219,  Lng: -84.943092),  Route carried "on" structure: County highway 2278,  Year Built: 1990,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,130 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,195 (year 2031),  Design Load: HS 20,  Features Intersected: BAY SPRINGS CREEK,  Facility Carried by Structure: FLAT ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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 2020,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000

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Structure Number: 455075,  Location: 4 MI E OF TEMPLE (Lat: 33.754397,  Lng: -84.970328),  Route carried "on" structure: County highway 359,  Year Built: 1983,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ASTIN CREEK,  Facility Carried by Structure: COWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000

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Structure Number: 455128,  Location: IN WEST VILLA RICA (Lat: 33.737786,  Lng: -84.937725),  Route carried "on" structure: State highway 101,  Year Built: 1981,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 14,580 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,870 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 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 2020,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 455148,  Location: 6 MI SW OF VILLA RICA (Lat: 33.658639,  Lng: -84.982728),  Route carried "on" structure: County highway 394,  Year Built: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HOMINY CREEK,  Facility Carried by Structure: SANDHILL HICKORY
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: 9.1m (29.9ft),  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: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 455153,  Location: 3.5 MI S OF VILLA RICA (Lat: 33.681197,  Lng: -84.939308),  Route carried "on" structure: County highway 438,  Year Built: 2004,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 104 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 156 (year 2031),  Design Load: H 15,  Features Intersected: BAY SPRINGS CREEK,  Facility Carried by Structure: WHITWORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $223,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $334,000

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Structure Number: 970007,  Location: 2 MI N OF VILLA RICA (Lat: 33.760389,  Lng: -84.901619),  Route carried "on" structure: State highway 61,  Year Built: 1937,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,250 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,375 (year 2030),  Design Load: H 15,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 970017,  Location: 7.8 MI W OF DOUGLASVILLE (Lat: 33.721558,  Lng: -84.879000),  Route carried "on" structure: County highway 247,  Year Built: 1974,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: I-20 (EBL),  Facility Carried by Structure: TYSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $762,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,143,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 970018,  Location: 7.8 MI W OF DOUGLASVILLE (Lat: 33.723058,  Lng: -84.879158),  Route carried "on" structure: County highway 247,  Year Built: 1974,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: I-20 (WBL),  Facility Carried by Structure: TYSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: October 2021,  Bridge Improvement Cost: $758,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,137,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 970019,  Location: 6.75 MI W OF DOUGLASVILLE (Lat: 33.721489,  Lng: -84.869069),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 68,950 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 103,425 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: KEATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.062,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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: November 2021,  Bridge Improvement Cost: $189,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $283,000

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Structure Number: 97002,  Location: 7.75 MI W OF DOUGLASVILLE (Lat: 33.721131,  Lng: -84.860342),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 68,950 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 103,425 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: KEATON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.671,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: November 2021,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $276,000

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Structure Number: 970033,  Location: 3.6 MI S OF VILLA RICA (Lat: 33.681197,  Lng: -84.886189),  Route carried "on" structure: County highway 2278,  Year Built: 1980,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,670 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,505 (year 2032),  Design Load: HS 15,  Features Intersected: DOG RIVER,  Facility Carried by Structure: EPHESUS CHURCH ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2021,  Bridge Improvement Cost: $586,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $879,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 970034,  Location: 5.5 MI WEST OF DOUGLASVIL (Lat: 33.718989,  Lng: -84.832789),  Route carried "on" structure: County highway 2278,  Year Built: 1974,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 7,150 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,725 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.4m (50.5ft)

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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,631,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $2,447,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 970037,  Location: 7 MI SW OF DOUGLASVILLE (Lat: 33.672269,  Lng: -84.888869),  Route carried "on" structure: County highway 2876,  Year Built: 1983,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,800 (year 2032),  Design Load: HS 15,  Features Intersected: DOG RIVER,  Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $547,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $821,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 970039,  Location: 3 MI S OF VILLA RICA (Lat: 33.690858,  Lng: -84.893000),  Route carried "on" structure: County highway 2876,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,690 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,535 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: DOG RIVER,  Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

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,  Length Of Structure Improvement: 41.03m (134.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 97004,  Location: 1.5 MI S OF VILLA RICA (Lat: 33.706869,  Lng: -84.899578),  Route carried "on" structure: County highway 2876,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,690 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,535 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: KEATON CREEK TRIB.,  Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: 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: October 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 970041,  Location: IN EAST VILLA RICA (Lat: 33.724839,  Lng: -84.900750),  Route carried "on" structure: County highway 2876,  Year Built: 1974,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 16,380 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,570 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,219,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,829,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 970047,  Location: 6.4 MI W OF DOUGLASVILLE (Lat: 33.721400,  Lng: -84.851169),  Route carried "on" structure: Interstate 20,  Year Built: 1974,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 68,950 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 103,425 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: KEATON CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.671,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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: November 2021,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $294,000

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Structure Number: 970049,  Location: 3.5 MI N OF VILLA RICA (Lat: 33.778608,  Lng: -84.897478),  Route carried "on" structure: State highway 61,  Year Built: 1993,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 10,150 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,225 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 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: 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: October 2021,  Bridge Improvement Cost: $867,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,301,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 975021,  Location: 4.5 MI SE OF VILLA RICA (Lat: 33.678600,  Lng: -84.839100),  Route carried "on" structure: County highway 206,  Year Built: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  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: MOBLEY CREEK,  Facility Carried by Structure: BEREA 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: 7.0m (23.0ft),  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: 46.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 975026,  Location: 4.5 MI S OF VILLA RICA (Lat: 33.666389,  Lng: -84.871639),  Route carried "on" structure: County highway 217,  Year Built: 1979,  Status: Posted for load,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: DOG RIVER,  Facility Carried by Structure: NORTH HELTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $547,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $821,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 975029,  Location: 3.7 MI SOUTH OF VILLA RIC (Lat: 33.674300,  Lng: -84.881628),  Route carried "on" structure: County highway 239,  Year Built: 1989,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Features Intersected: DOG RIVER,  Facility Carried by Structure: WEST UNION HILL RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $387,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 975032,  Location: 3.2 MI E OF VILLA RICA (Lat: 33.730947,  Lng: -84.832769),  Route carried "on" structure: County highway 250,  Year Built: 1992,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NORSOU RR (726600K),  Facility Carried by Structure: CONNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: November 2021,  Bridge Improvement Cost: $699,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,049,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 975034,  Location: 2.5 MI NE OF VILLA RICA (Lat: 33.767258,  Lng: -84.863678),  Route carried "on" structure: County highway 269,  Year Built: 1993,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 50 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 75 (year 2032),  Features Intersected: MUD CREEK,  Facility Carried by Structure: RAGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $166,000,  Deck Structure Type: Wood or Timber

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Structure Number: 975035,  Location: 4 MI NE OF VILLA RICA (Lat: 33.767419,  Lng: -84.837578),  Route carried "on" structure: County highway 271,  Year Built: 1979,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 15,  Features Intersected: MUD CREEK,  Facility Carried by Structure: BRITTAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 975044,  Location: 3.5 MI E OF CARROLL CO LN (Lat: 33.670069,  Lng: -84.843789),  Route carried "on" structure: County highway 204,  Year Built: 1987,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Features Intersected: MOBLEY CREEK TRIB.,  Facility Carried by Structure: DANIELL MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $217,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 975049,  Location: 3 MI SOUTH OF VILLA RICA (Lat: 33.686758,  Lng: -84.885197),  Route carried "on" structure: County highway 243,  Year Built: 1997,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20,  Features Intersected: KEATON CREEK,  Facility Carried by Structure: COLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $264,000

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Structure Number: 975057,  Location: 3.0 MI NE OF VILLA RICA (Lat: 33.759144,  Lng: -84.853378),  Route carried "on" structure: County highway 270,  Year Built: 2001,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20,  Features Intersected: TOWN BRANCH,  Facility Carried by Structure: MANN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: 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: October 2021,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000

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Structure Number: 975058,  Location: 2.0 MI NE OF VILLA RICA (Lat: 33.753964,  Lng: -84.862369),  Route carried "on" structure: County highway 268,  Year Built: 2003,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20,  Features Intersected: TOWN BRANCH,  Facility Carried by Structure: BREWER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 975059,  Location: 0.1 MI E OF VILLA RICA CL (Lat: 33.728786,  Lng: -84.900067),  Route carried "on" structure: County highway 2876,  Year Built: 2001,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 16,380 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,570 (year 2032),  Design Load: HS 20,  Features Intersected: SR 8 & NOR SOUTHERN RR,  Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,125,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,688,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 975072,  Location: IN NW VILLA RICA (Lat: 33.744517,  Lng: -84.900547),  Route carried "on" structure: City street 35405,  Year Built: 1990,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 1,096 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,644 (year 2031),  Features Intersected: TOWN BRANCH CREEK,  Facility Carried by Structure: SHORELINE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 10.24m (33.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $24,864,000,  Roadway Improvement Cost: $2,486,000,  Total Project Cost: $37,296,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 975073,  Location: 5 MI S OF VILLA RICA (Lat: 33.660289,  Lng: -84.861408),  Route carried "on" structure: County highway 808,  Year Built: 2021,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,950 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,150 (year 2041),  Design Load: HS 20,  Features Intersected: DOG RIVER,  Facility Carried by Structure: POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.4 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $15,984,000,  Roadway Improvement Cost: $1,598,000,  Total Project Cost: $23,976,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2235025,  Location: 10 MI S OF DALLAS (Lat: 33.779519,  Lng: -84.858669),  Route carried "on" structure: County highway 267,  Year Built: 1988,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Features Intersected: SWEETWATER CREEK,  Facility Carried by Structure: FRIENDSHIP CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $191,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $287,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 450032,  Location: IN SW VILLA RICA (Lat: 33.722400,  Lng: -84.930619),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 56,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 849 S.CARROLLTON ROAD,  Facility Carried by Structure: S CARROLLTON RD
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 40.234,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 450033,  Location: IN W VILLA RICA (Lat: 33.722258,  Lng: -84.939219),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 56,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 61 NBL,  Facility Carried by Structure: SR 61 NBL
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 38.624,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 450034,  Location: IN WEST VILLA RICA (Lat: 33.722258,  Lng: -84.939447),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 56,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 61 SBL,  Facility Carried by Structure: SR 61 SBL
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 38.624,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 450054,  Location: 2.5 MI W OF VILLA RICA (Lat: 33.719272,  Lng: -84.956794),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 356 SOUTH VANWERT RD.,  Facility Carried by Structure: SOUTH VANWERT RD
Minimum Vertical Clearance: 6.42m (21.06ft),  Kilometerpoint: 37.015,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 450055,  Location: IN SOUTH VILLA RICA (Lat: 33.722656,  Lng: -84.921956),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 56,900 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 399 DANIEL STREET,  Facility Carried by Structure: DANIEL STREET
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 40.234,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 450073,  Location: 3.5 MI SE OF TEMPLE (Lat: 33.717369,  Lng: -84.975839),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 830 PLEASANT GROVE CH,  Facility Carried by Structure: PLEASANT GROVE C R
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 35.406,  Lanes on structure: 2,  Length of Maximum Span: 0.0m