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

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Structure Number: 450003,  Location: IN SOUTH CARROLLTON (Lat: 33.561758,  Lng: -85.073197),  Route carried "on" structure: US 27,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 27,100 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,650 (year 2031),  Design Load: H 15,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 10 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: 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,  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: $296,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $443,000

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Structure Number: 450004,  Location: IN NORTH CARROLLTON (Lat: 33.596961,  Lng: -85.079225),  Route carried "on" structure: US 27,  Year Built: 1941,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 19,810 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,715 (year 2031),  Design Load: H 15,  Features Intersected: LITTLE TALLAPOOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  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: 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: July 2020,  Bridge Improvement Cost: $1,875,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $2,813,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 450005,  Location: 3 MI N OF CARROLLTON (Lat: 33.617278,  Lng: -85.093658),  Route carried "on" structure: US 27,  Year Built: 1937,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 13,450 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,175 (year 2031),  Design Load: H 15,  Features Intersected: L. TALLAPOOSA RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $294,000

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Structure Number: 450006,  Location: 4 MI N OF CARROLLTON (Lat: 33.626417,  Lng: -85.106703),  Route carried "on" structure: US 27,  Year Built: 1941,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 18,500 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,750 (year 2031),  Design Load: H 15,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  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: 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: July 2020,  Bridge Improvement Cost: $906,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,359,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 450025,  Location: 3 MI W OF CARROLLTON (Lat: 33.592475,  Lng: -85.129675),  Route carried "on" structure: State highway 16,  Year Built: 1979,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 3,210 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,815 (year 2031),  Design Load: HS 20,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  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: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

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: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $938,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450026,  Location: 2 MI W OF CARROLLTON (Lat: 33.588508,  Lng: -85.106047),  Route carried "on" structure: State highway 16,  Year Built: 1960,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 4,130 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,195 (year 2031),  Design Load: H 20,  Features Intersected: LITTLE TALLAPOOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.09m (36.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $598,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $897,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 450027,  Location: IN SOUTH CARROLLTON (Lat: 33.557869,  Lng: -85.064358),  Route carried "on" structure: Alternate US 27,  Year Built: 1977,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 26,510 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,765 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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 desirable criteria,  Underclear: 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: $1,094,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,641,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450028,  Location: IN SOUTH CARROLLTON (Lat: 33.558100,  Lng: -85.064558),  Route carried "on" structure: Alternate US 27,  Year Built: 1977,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 26,510 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,765 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,094,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,641,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450037,  Location: 4 MI N OF CARROLLTON (Lat: 33.638800,  Lng: -85.054389),  Route carried "on" structure: State highway 113,  Year Built: 1982,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,170 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,255 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SHARPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  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: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $252,000

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Structure Number: 450044,  Location: 5.5 MI W OF CARROLLTON (Lat: 33.560058,  Lng: -85.162897),  Route carried "on" structure: State highway 166,  Year Built: 1933,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,770 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,655 (year 2031),  Design Load: H 15,  Features Intersected: GARRETT HILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 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,  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: $133,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $199,000

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Structure Number: 450045,  Location: 4.5 MILES WEST OF CARROLL (Lat: 33.561275,  Lng: -85.147986),  Route carried "on" structure: State highway 166,  Year Built: 1971,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 9,770 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,655 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE TALLAPOOSA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Underwater Inspection Date: April 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $1,563,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $2,344,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450046,  Location: 2 MI SW OF CARROLLTON (Lat: 33.557228,  Lng: -85.094539),  Route carried "on" structure: State highway 166,  Year Built: 1979,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 19,270 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,905 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 10 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,  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: $175,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $263,000

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Structure Number: 450047,  Location: 2 MI E OF CARROLLTON (Lat: 33.588989,  Lng: -85.041389),  Route carried "on" structure: State highway 166,  Year Built: 1977,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 23,350 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,025 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CURTIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.578,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $190,000

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Structure Number: 450048,  Location: 6.5 MI E OF CARROLLTON (Lat: 33.611600,  Lng: -84.968900),  Route carried "on" structure: State highway 166,  Year Built: 1954,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,220 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,330 (year 2031),  Design Load: H 15,  Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.624,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 2020,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $141,000

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Structure Number: 450065,  Location: IN NW CARROLLTON (Lat: 33.594294,  Lng: -85.088072),  Route carried "on" structure: City street 802,  Year Built: 1971,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,440 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,160 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE TALLAPOOSA RIVER,  Facility Carried by Structure: KINGS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $703,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,055,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450066,  Location: IN WEST CARROLLTON (Lat: 33.589719,  Lng: -85.099019),  Route carried "on" structure: City street 803,  Year Built: 1974,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 8,060 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,090 (year 2032),  Design Load: HS 15,  Features Intersected: LITTLE TALLAPOOSA RIVER,  Facility Carried by Structure: COLUMBIA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: $1,110,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $1,664,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450067,  Location: IN EAST CARROLLTON (Lat: 33.591119,  Lng: -85.047619),  Route carried "on" structure: City street 804,  Year Built: 1931,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 18,690 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,035 (year 2031),  Design Load: H 15,  Features Intersected: LAKE CARROLL,  Facility Carried by Structure: BANKHEAD HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to 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: August 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $373,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 450068,  Location: 2.7 MILES WEST OF SR 166 (Lat: 33.582889,  Lng: -85.128747),  Route carried "on" structure: City street 805,  Year Built: 1979,  Status: Posted for load,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 2,440 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,660 (year 2031),  Design Load: HS 15,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: LOVVORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior 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: August 2020,  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: Bituminous

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Structure Number: 450069,  Location: IN WEST CARROLLTON (Lat: 33.580269,  Lng: -85.101269),  Route carried "on" structure: City street 805,  Year Built: 1981,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,440 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,660 (year 2031),  Design Load: HS 15,  Features Intersected: LITTLE TALLAPOOSA RIVER,  Facility Carried by Structure: LOVVORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.7 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: 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 2020,  Bridge Improvement Cost: $781,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,172,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 45007,  Location: IN CENTRAL CARROLLTON (Lat: 33.575089,  Lng: -85.079028),  Route carried "on" structure: City street 808,  Year Built: 1961,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 10,910 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,365 (year 2031),  Design Load: HS 20,  Features Intersected: SR 1 (US 27),  Facility Carried by Structure: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,045,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,567,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450071,  Location: IN SW CARROLLTON (Lat: 33.563744,  Lng: -85.093167),  Route carried "on" structure: City street 811,  Year Built: 1948,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,540 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,310 (year 2031),  Design Load: H 15,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: HAYS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: 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: 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: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $217,000

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Structure Number: 450072,  Location: 2 MI E OF CARROLLTON (Lat: 33.576981,  Lng: -85.041681),  Route carried "on" structure: City street 812,  Year Built: 1977,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 1,890 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,835 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 166 SOUTH BYPASS,  Facility Carried by Structure: HORSELY MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,157,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,735,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450078,  Location: 6.5 MI NE OF CARROLLTON (Lat: 33.663186,  Lng: -85.013750),  Route carried "on" structure: County highway 1325,  Year Built: 1963,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,730 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,595 (year 2031),  Design Load: H 15,  Features Intersected: HARMONY CREEK,  Facility Carried by Structure: SHADY GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 21.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 9.24m (30.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $527,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 450093,  Location: 5.5 MI E OF BOWDON (Lat: 33.534778,  Lng: -85.159978),  Route carried "on" structure: County highway 2820,  Year Built: 1972,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Features Intersected: LITTLE TALLAPOOSA RIVER,  Facility Carried by Structure: SALEM CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.91m (35.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $598,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $897,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 455005,  Location: 2.5 MI S OF CARROLLTON (Lat: 33.548394,  Lng: -85.094269),  Route carried "on" structure: County highway 27,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,096 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,644 (year 2031),  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: MARTIN-CEMETERY RD
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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $148,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $223,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 455006,  Location: 3.5 MI SW OF CARROLLTON (Lat: 33.540689,  Lng: -85.108744),  Route carried "on" structure: County highway 31,  Year Built: 1960,  Status: Posted for load,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 1,096 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,644 (year 2031),  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: BUFFALO CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.43m (139.21ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $416,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 455044,  Location: 4 MI W OF CARROLLTON (Lat: 33.568281,  Lng: -85.139056),  Route carried "on" structure: County highway 185,  Year Built: 1988,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 1,096 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,644 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITTLE TALLAPOOSA RIVER,  Facility Carried by Structure: BALLARD BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: August 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $906,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,360,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 455054,  Location: AT N CARROLLTON CITY LMT (Lat: 33.606319,  Lng: -85.084664),  Route carried "on" structure: City street 1113,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,096 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,644 (year 2031),  Design Load: H 15,  Features Intersected: L. TALLAPOOSA RIVER TRIB,  Facility Carried by Structure: OLD BREMEN 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: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 455056,  Location: 4 MI NW OF CARROLLTON (Lat: 33.613236,  Lng: -85.128228),  Route carried "on" structure: County highway 238,  Year Built: 1989,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: H 15,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: VIRGINIA TRAIL
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: 17.4m (57.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $223,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $334,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 455062,  Location: 4.5 MI NE OF CARROLLTON (Lat: 33.648058,  Lng: -85.031800),  Route carried "on" structure: County highway 273,  Year Built: 1981,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 15,  Features Intersected: LITTLE TALLAPOOSA RIVER,  Facility Carried by Structure: MUSE BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  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: Fair,  Channel: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $606,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $908,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 455067,  Location: 3.5 MI N OF CARROLLTON (Lat: 33.628658,  Lng: -85.049078),  Route carried "on" structure: County highway 301,  Year Built: 1981,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,096 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,644 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE TALLAPOOSA RIVER,  Facility Carried by Structure: MCKENZE BRIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.0 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $844,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,266,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 455081,  Location: 5.5 MI E OF CARROLLTON (Lat: 33.585939,  Lng: -84.977058),  Route carried "on" structure: County highway 450,  Year Built: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: H 15,  Features Intersected: NORMAN CREEK,  Facility Carried by Structure: WAYSIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  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: 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: 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: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

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Structure Number: 455104,  Location: 4.6 MI S OF CARROLLTON (Lat: 33.518069,  Lng: -85.043850),  Route carried "on" structure: County highway 564,  Year Built: 1984,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Features Intersected: WHOOPING CREEK,  Facility Carried by Structure: WHOOPING CREEK RD
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: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 87.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Length Of Structure Improvement: 41.42m (135.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 455108,  Location: 4.8 MI S OF CARROLLTON (Lat: 33.513106,  Lng: -85.053319),  Route carried "on" structure: County highway 573,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Features Intersected: WHOOPING CREEK,  Facility Carried by Structure: WHOOPING CREEK CHU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: 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: 7.7m (25.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 10.0 - 19.9% below),  Length Of Structure Improvement: 41.36m (135.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $217,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 455109,  Location: 4.8 MI S OF CARROLLTON (Lat: 33.513144,  Lng: -85.053833),  Route carried "on" structure: County highway 573,  Year Built: 1965,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Features Intersected: WHOOPING CREEK TRIB,  Facility Carried by Structure: WHOOPING CR CH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $182,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45512,  Location: EAST CARROLLTON CTY LMITS (Lat: 33.573531,  Lng: -85.044117),  Route carried "on" structure: County highway 809,  Year Built: 1948,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,570 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,855 (year 2031),  Design Load: H 15,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: OLD NEWNAN 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: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  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: 455131,  Location: IN CARROLLTON (Lat: 33.574478,  Lng: -85.073831),  Route carried "on" structure: City street 918,  Year Built: 1940,  Status: Posted for load,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 1,096 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,644 (year 2031),  Features Intersected: NS (719230S),  Facility Carried by Structure: CROFT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Railroad,  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: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 15.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 43.56m (142.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $402,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $604,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 455133,  Location: IN SOUTH CARROLLTON (Lat: 33.561817,  Lng: -85.072850),  Route carried "on" structure: City street 800,  Year Built: 1950,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 7,740 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,610 (year 2031),  Design Load: H 15,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: DIXIE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 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: 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: $91,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $136,000

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Structure Number: 455141,  Location: @ N CARROLLTON CTY LIMITS (Lat: 33.614439,  Lng: -85.070078),  Route carried "on" structure: Ramp State highway 1063,  Year Built: 1989,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 11,880 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,820 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE TALLAPOOSA RIVER,  Facility Carried by Structure: NORTHSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,377,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,065,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 455145,  Location: 3.5 MI. NW OF CARROLLTON (Lat: 33.608044,  Lng: -85.124328),  Route carried "on" structure: County highway 217,  Year Built: 1998,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: PLOWSHARE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,875,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 455146,  Location: IN NORTH CARROLLTON (Lat: 33.598528,  Lng: -85.065700),  Route carried "on" structure: City street 800,  Year Built: 1997,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 4,790 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,185 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CURTIS CREEK,  Facility Carried by Structure: STEWART STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.1m (3.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $299,000