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

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Structure Number: 2110001,  Location: 2 MI NE OF MADISON (Lat: 33.612747,  Lng: -83.443808),  Route carried "on" structure: US 278,  Year Built: 1959,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 3,140 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,710 (year 2030),  Design Load: HS 20,  Features Intersected: CSX RAILROAD (279602P)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $996,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,495,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2110004,  Location: 1.5 MI NE OF MADISON (Lat: 33.611258,  Lng: -83.449889),  Route carried "on" structure: US 129,  Year Built: 1986,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 8,910 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,365 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CSX RR- NOR-SOU RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2020,  Bridge Improvement Cost: $1,528,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $2,292,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2110005,  Location: 3.5 MI N OF MADISON (Lat: 33.644647,  Lng: -83.448047),  Route carried "on" structure: US 129,  Year Built: 1932,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 8,910 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,365 (year 2030),  Design Load: H 15,  Features Intersected: HARD LABOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.0 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.58m (51.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: Bituminous

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Structure Number: 2110006,  Location: 1.5 MI SW OF APALACHEE (Lat: 33.667278,  Lng: -83.444628),  Route carried "on" structure: US 129,  Year Built: 1932,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 8,380 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,570 (year 2030),  Design Load: H 15,  Features Intersected: BIG SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: 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: August 2019,  Bridge Improvement Cost: $1,227,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,840,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2110011,  Location: 5.7 MI SW OF MADISON (Lat: 33.525539,  Lng: -83.523958),  Route carried "on" structure: State highway 83,  Year Built: 1963,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,470 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,705 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BIG INDIAN CREEK,  Facility Carried by Structure: MONTICELLO HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.1 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: Meets minimum limits,  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: $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: 2110012,  Location: 4.3 MI SW OF MADISON (Lat: 33.543719,  Lng: -83.510039),  Route carried "on" structure: State highway 83,  Year Built: 1930,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,100 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,650 (year 2030),  Design Load: H 15,  Features Intersected: LITTLE INDIAN CREEK,  Facility Carried by Structure: MONTICELLO HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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,  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: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 2110014,  Location: 1.2 MI NW OF MADISON (Lat: 33.610539,  Lng: -83.478669),  Route carried "on" structure: State highway 83,  Year Built: 1937,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,420 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,630 (year 2030),  Design Load: H 15,  Features Intersected: MILE BRANCH,  Facility Carried by Structure: BOSTWICK HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: 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: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 2110019,  Location: 3.5 MI SW OF MADISON (Lat: 33.573250,  Lng: -83.525158),  Route carried "on" structure: County highway 246,  Year Built: 1968,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 1,400 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,100 (year 2030),  Design Load: HS 15,  Features Intersected: I-20,  Facility Carried by Structure: BROWNWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  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: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 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,  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: $1,270,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,905,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2110022,  Location: 3.5 MI SE OF MADISON (Lat: 33.555119,  Lng: -83.431778),  Route carried "on" structure: County highway 252,  Year Built: 1968,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 1,240 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,860 (year 2030),  Design Load: HS 15,  Features Intersected: I-20,  Facility Carried by Structure: BETHANY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  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: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 50.99m (167.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,379,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,069,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2110024,  Location: 4.9 MI SE OF RUTLEDGE (Lat: 33.576669,  Lng: -83.551119),  Route carried "on" structure: Interstate 20,  Year Built: 1967,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 32,850 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,275 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BIG INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.028,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  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: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2110025,  Location: 4.9 MI SE OF RUTLEDGE (Lat: 33.577414,  Lng: -83.551264),  Route carried "on" structure: Interstate 20,  Year Built: 1967,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 32,190 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 48,285 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BIG INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.028,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  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: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2110026,  Location: 5.2 MI SE OF RUTLEDGE (Lat: 33.577439,  Lng: -83.541508),  Route carried "on" structure: Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 32,850 (year 2010),  Truck Traffic: 20%,  Average Future Daily Traffic: 49,275 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: BIG INDIAN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.028,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: September 2020,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

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Structure Number: 2110027,  Location: 5.2 MI SE OF RUTLEDGE (Lat: 33.578258,  Lng: -83.540636),  Route carried "on" structure: Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 32,190 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 48,285 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BIG INDIAN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.028,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: September 2020,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

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Structure Number: 2110028,  Location: 3 MI SW OF MADISON (Lat: 33.562639,  Lng: -83.502200),  Route carried "on" structure: Interstate 20,  Year Built: 1967,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 32,850 (year 2010),  Truck Traffic: 20%,  Average Future Daily Traffic: 49,275 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LITTLE INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.247,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

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: 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: $242,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $362,000

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Structure Number: 2110029,  Location: 2.9 MI S OF MADISON (Lat: 33.557800,  Lng: -83.491950),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 31,810 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,715 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NS RR. (733146T)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.856,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2020,  Bridge Improvement Cost: $551,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $826,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 211003,  Location: 2.9 MI S OF MADISON (Lat: 33.558017,  Lng: -83.491722),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 31,810 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,715 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NS RR. (733146T)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.856,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: $551,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $826,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2110031,  Location: 2.9 MI S OF MADISON (Lat: 33.555369,  Lng: -83.456389),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 27,320 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 40,980 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.075,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $254,000

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Structure Number: 2110061,  Location: 7.7 MI S OF RUTLEDGE (Lat: 33.518639,  Lng: -83.589797),  Route carried "on" structure: County highway 2425,  Year Built: 1965,  Status: Posted for load,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 240 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 360 (year 2030),  Design Load: H 15,  Features Intersected: LITTLE RIVER,  Facility Carried by Structure: CLACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $938,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2110062,  Location: 4 MI SW OF MADISON (Lat: 33.560519,  Lng: -83.525789),  Route carried "on" structure: County highway 2425,  Year Built: 1965,  Status: Posted for load,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 240 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 360 (year 2030),  Design Load: H 15,  Features Intersected: BIG INDIAN CREEK,  Facility Carried by Structure: CLACK 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: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  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),  Length Of Structure Improvement: 44.81m (147.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 2110063,  Location: 3.2 MI SW OF MADISON (Lat: 33.568247,  Lng: -83.514300),  Route carried "on" structure: County highway 2425,  Year Built: 1967,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 300 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 450 (year 2031),  Design Load: HS 15,  Features Intersected: I-20,  Facility Carried by Structure: CLACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  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: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,012,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,518,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2110066,  Location: 1.4 MI NE OF MADISON (Lat: 33.585900,  Lng: -83.446969),  Route carried "on" structure: Bypass US 129,  Year Built: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,750 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,125 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HORSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: $127,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $190,000

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Structure Number: 2110067,  Location: 3.1 MI NW OF MADISON (Lat: 33.637258,  Lng: -83.490128),  Route carried "on" structure: State highway 83,  Year Built: 1996,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 3,810 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,715 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: HARD LABOR CREEK,  Facility Carried by Structure: BOSTWICK HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Bridge Improvement Cost: $938,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,407,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2115006,  Location: 5.5 MI E OF RUTLEDGE (Lat: 33.630489,  Lng: -83.515639),  Route carried "on" structure: County highway 38,  Year Built: 1994,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 620 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 930 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: HARD LABOR CREEK,  Facility Carried by Structure: DOSTER 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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 2115019,  Location: 3.6 MI S OF MADISON (Lat: 33.546900,  Lng: -83.492547),  Route carried "on" structure: County highway 99,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2030),  Design Load: H 15,  Features Intersected: FOURMILE BRANCH,  Facility Carried by Structure: INDIAN CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $147,000

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Structure Number: 211502,  Location: 4.9 MI N OF GODFREY (Lat: 33.504889,  Lng: -83.507869),  Route carried "on" structure: County highway 99,  Year Built: 1992,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 140 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2030),  Design Load: HS 20,  Features Intersected: BIG INDIAN CREEK,  Facility Carried by Structure: INDIAN CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 50.8 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 42.95m (140.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $311,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2115043,  Location: 4.2 MI SE OF MADISON (Lat: 33.545869,  Lng: -83.425258),  Route carried "on" structure: County highway 252,  Year Built: 1991,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,010 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,515 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: BETHANY 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: 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: Very good,  Culverts: Satisfactory,  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: 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: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000

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Structure Number: 2115055,  Location: 4 MI SE MADISON (Lat: 33.569928,  Lng: -83.537097),  Route carried "on" structure: County highway 311,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 320 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 480 (year 2030),  Design Load: H 15,  Features Intersected: BIG INDIAN CREEK TRIB,  Facility Carried by Structure: MCNAIR LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.7m (38.4ft)

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,  Deck Geometry: 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: September 2020,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000

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Structure Number: 2115058,  Location: 3.1 MI SE OF MADISON (Lat: 33.585147,  Lng: -83.417308),  Route carried "on" structure: County highway 153,  Year Built: 2000,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 140 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 210 (year 2030),  Design Load: H 15,  Features Intersected: NORTH SUGAR CREEK,  Facility Carried by Structure: PLAINVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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 minimum criteria,  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

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Structure Number: 2115062,  Location: 2.8 MI S OF MADISON (Lat: 33.555269,  Lng: -83.474528),  Route carried "on" structure: US 129,  Year Built: 2003,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 23,360 (year 2010),  Truck Traffic: 20%,  Average Future Daily Traffic: 35,040 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: $1,298,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,947,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2115063,  Location: 3 MI SW OF MADISON (Lat: 33.561189,  Lng: -83.498978),  Route carried "on" structure: State highway 83,  Year Built: 2003,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 3,680 (year 2011),  Truck Traffic: 18%,  Average Future Daily Traffic: 5,520 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Bridge Improvement Cost: $1,039,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,559,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2115072,  Location: 5.7 MI S OF MADISON (Lat: 33.516050,  Lng: -83.490894),  Route carried "on" structure: County highway 114,  Year Built: 2008,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITTLE INDIAN CREEK,  Facility Carried by Structure: AQUA 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),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 2115073,  Location: 6 MI S OF MADISON (Lat: 33.508128,  Lng: -83.472406),  Route carried "on" structure: County highway 121,  Year Built: 2008,  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: BIG INDIAN CREEK TRIB,  Facility Carried by Structure: PIERCE DAIRY 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: 6.1m (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: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 2115075,  Location: 5 MI W OF MADISON (Lat: 33.578200,  Lng: -83.552139),  Route carried "on" structure: County highway 23,  Year Built: 2013,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 494 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 540 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BIG INDIAN CREEK,  Facility Carried by Structure: DAVIS ACADEMY RD
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),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 87.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2115077,  Location: 4.5 MI SW OF MADISON (Lat: 33.567700,  Lng: -83.537478),  Route carried "on" structure: County highway 246,  Year Built: 2013,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 752 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 822 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BIG INDIAN CREEK,  Facility Carried by Structure: BROWNWOOD 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: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  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: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2115079,  Location: 2.6 MI E OF MADISON (Lat: 33.587869,  Lng: -83.424928),  Route carried "on" structure: County highway 154,  Year Built: 2012,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 600 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 900 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: NORTH SUGAR CREEK,  Facility Carried by Structure: BUCKHEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 126.71m (415.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $307,603,000,  Roadway Improvement Cost: $30,760,000,  Total Project Cost: $461,405,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2110019,  Location: 3.5 MI SW OF MADISON (Lat: 33.573250,  Lng: -83.525158),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 27,700 (year 2005),  Truck Traffic: 1%,  Features Intersected: CR 246 BROWNWOOD ROAD,  Facility Carried by Structure: BROWNWOOD ROAD
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 178.637,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 2110022,  Location: 3.5 MI SE OF MADISON (Lat: 33.555119,  Lng: -83.431778),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 24,900 (year 2010),  Truck Traffic: 20%,  Features Intersected: CR 252 BETHANY ROAD,  Facility Carried by Structure: BETHANY ROAD
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 188.293,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 2110063,  Location: 3.2 MI SW OF MADISON (Lat: 33.568247,  Lng: -83.514300),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 27,700 (year 2010),  Truck Traffic: 12%,  Features Intersected: FAS 2425 CLACK ROAD,  Facility Carried by Structure: CLACK ROAD
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 180.247,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 2110064,  Location: IN MADISON (Lat: 33.597739,  Lng: -83.470858),  Route carried "under" structure: State highway 83,  Structure Length: 0. m,  Average Daily Traffic: 9,010 (year 2010),  Truck Traffic: 5%,  Features Intersected: SR 83 BOSTWICK HIGHWAY,  Facility Carried by Structure: CSX RR (279606S)
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 22.531,  Length of Maximum Span: 0.0m

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Structure Number: 2110065,  Location: IN MADISON (Lat: 33.597908,  Lng: -83.471008),  Route carried "under" structure: State highway 83,  Structure Length: 0. m,  Average Daily Traffic: 9,010 (year 2010),  Truck Traffic: 5%,  Features Intersected: SR 83 BOSTWICK HIGHWAY,  Facility Carried by Structure: NOR-SOU RR(733136M
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 22.531,  Length of Maximum Span: 0.0m

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Structure Number: 2115046,  Location: 3.8 MI E OF MADISON (Lat: 33.597928,  Lng: -83.404797),  Route carried "under" structure: County highway 154,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 1%,  Features Intersected: CR 154 BUCKHEAD ROAD,  Facility Carried by Structure: CSX RR (279597V)
Minimum Vertical Clearance: 2.89m (9.48ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 2115062,  Location: 2.8 MI S OF MADISON (Lat: 33.555269,  Lng: -83.474528),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 24,900 (year 2010),  Truck Traffic: 8%,  Features Intersected: SR 24 (US 129),  Facility Carried by Structure: US 129, SR 24
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 183.465,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 2115063,  Location: 3 MI SW OF MADISON (Lat: 33.561189,  Lng: -83.498978),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 29,100 (year 2010),  Truck Traffic: 6%,  Features Intersected: SR 83,  Facility Carried by Structure: SR 83
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 181.856,  Lanes on structure: 3,  Length of Maximum Span: 0.0m