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

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Structure Number: 870004,  Location: BAINBRIDGE - SW SECTION (Lat: 30.896717,  Lng: -84.594500),  Route carried "on" structure: US 27,  Year Built: 1962,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 16,420 (year 2007),  Average Future Daily Traffic: 24,630 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.282,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870005,  Location: BAINBRIDGE - SW SECTION (Lat: 30.896500,  Lng: -84.561500),  Route carried "on" structure: US 27,  Year Built: 1962,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 16,420 (year 2007),  Average Future Daily Traffic: 24,630 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.283,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870006,  Location: S BAINBRIDGE-SHOTWELL ST (Lat: 30.903817,  Lng: -84.586800),  Route carried "on" structure: US 27,  Year Built: 1959,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 14,990 (year 2007),  Average Future Daily Traffic: 22,485 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 38 BUS (US 84 BUS)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.374,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870007,  Location: S BAINBRIDGE-SHOTWELL ST (Lat: 30.904500,  Lng: -84.586950),  Route carried "on" structure: US 27,  Year Built: 1959,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 14,990 (year 2007),  Average Future Daily Traffic: 22,485 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 38 BUS (US 84 BUS)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.375,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870008,  Location: BAINBRIDGE - SW SECTION (Lat: 30.905417,  Lng: -84.587767),  Route carried "on" structure: US 27,  Year Built: 1959,  Status: Open,  Structure Length: 27.03m (88.68ft),  Average Daily Traffic: 14,990 (year 2007),  Average Future Daily Traffic: 22,485 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FLINT RIVER- CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.394,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 11 degrees,  Navigation Control: Yes ( Vertical Clearance: 11.2m (36.7ft), Horizontal Clearance: 36.5m (119.8ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 61.5m (201.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: March 2008,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870009,  Location: BAINBRIDGE - SW SECTION (Lat: 30.905367,  Lng: -84.587783),  Route carried "on" structure: US 27,  Year Built: 1959,  Status: Open,  Structure Length: 27.03m (88.68ft),  Average Daily Traffic: 14,990 (year 2007),  Average Future Daily Traffic: 22,485 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FLINT RIVER- CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.396,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 11 degrees,  Navigation Control: Yes ( Vertical Clearance: 11.2m (36.7ft), Horizontal Clearance: 36.5m (119.8ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 61.5m (201.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: March 2008,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87001,  Location: BAINBRIDGE - NW SECTION (Lat: 30.940500,  Lng: -84.607000),  Route carried "on" structure: US 27,  Year Built: 1959,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 9,050 (year 2007),  Average Future Daily Traffic: 13,575 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 1B DOTHAN RD (US 27B)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.592,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870011,  Location: BAINBRIDGE - NW SECTION (Lat: 30.941667,  Lng: -84.609667),  Route carried "on" structure: US 27,  Year Built: 1959,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 9,050 (year 2007),  Average Future Daily Traffic: 13,575 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 1B DOTHAN RD (US 27B)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.594,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870012,  Location: BAINBRIDGE - NW SECTION (Lat: 30.922517,  Lng: -84.620333),  Route carried "on" structure: US 27,  Year Built: 1959,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 9,050 (year 2007),  Average Future Daily Traffic: 13,575 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.633,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870013,  Location: BAINBRIDGE - NW SECTION (Lat: 30.922633,  Lng: -84.623167),  Route carried "on" structure: US 27,  Year Built: 1959,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 9,050 (year 2007),  Average Future Daily Traffic: 13,575 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.634,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870014,  Location: DOWNTOWN BAINBRIDGE (Lat: 30.910800,  Lng: -84.581700),  Route carried "on" structure: Business US 27,  Year Built: 1975,  Status: Open,  Structure Length: 25.72m (84.38ft),  Average Daily Traffic: 9,680 (year 2007),  Average Future Daily Traffic: 14,520 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: FLINT RIVER,  Facility Carried by Structure: CALHOUN ST (SR 1B)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.310,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 4 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 53.3m (174.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 57.3m (188.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870016,  Location: BAINBRIDGE - SE SECTION (Lat: 30.890350,  Lng: -84.583267),  Route carried "on" structure: US 84,  Year Built: 1962,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 6,300 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,450 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: SR1 TALLAHASSEE RD US27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.167,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870017,  Location: BAINBRIDGE - SE SECTION (Lat: 30.890517,  Lng: -84.583317),  Route carried "on" structure: US 84,  Year Built: 1962,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 10,680 (year 2007),  Average Future Daily Traffic: 16,020 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR1 TALLAHASSEE RD US27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.168,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870021,  Location: BAINBRIDGE - SW SECTION (Lat: 30.903983,  Lng: -84.583300),  Route carried "on" structure: Business US 84,  Year Built: 1959,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 11,020 (year 2007),  Average Future Daily Traffic: 16,530 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.037,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870024,  Location: BAINBRIDGE - SOUTHSIDE (Lat: 30.892767,  Lng: -84.579933),  Route carried "on" structure: State highway 97,  Year Built: 1962,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 5,260 (year 2007),  Average Future Daily Traffic: 7,890 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 1 (US 27-US 84-SR 38)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.425,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870028,  Location: BAINBRIDGE - W SECTION (Lat: 30.911083,  Lng: -84.594233),  Route carried "on" structure: State highway 253,  Year Built: 1959,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 4,850 (year 2007),  Average Future Daily Traffic: 7,275 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 1 (US 27-US 84-SR 38)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.848,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870034,  Location: BAINBRIDGE - SOUTHSIDE (Lat: 30.892383,  Lng: -84.576550),  Route carried "on" structure: State highway 309,  Year Built: 1962,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 7,950 (year 2007),  Average Future Daily Traffic: 11,925 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 1 (US 27-US 84-SR 38),  Facility Carried by Structure: WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.353,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870037,  Location: BAINBRIDGE - SE SECTION (Lat: 30.890033,  Lng: -84.561717),  Route carried "on" structure: City street 412,  Year Built: 1962,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 3,230 (year 2007),  Average Future Daily Traffic: 4,845 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR 38 (US 84),  Facility Carried by Structure: LAKE DOUGLAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.123,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 875051,  Location: 1.5 MI SE OF BAINBRIDGE (Lat: 30.889117,  Lng: -84.563183),  Route carried "on" structure: City street 926,  Year Built: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2027),  Design Load: H 15,  Features Intersected: DOUGLAS LAKE,  Facility Carried by Structure: TWIN LAKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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: October 2007

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Structure Number: 875062,  Location: IN CITY LIMITS BAINBRIDGE (Lat: 30.925500,  Lng: -84.550667),  Route carried "on" structure: US 38,  Year Built: 1930,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 8,300 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,750 (year 2022),  Design Load: H 15,  Features Intersected: TRIB. BIG SLOUGH,  Facility Carried by Structure: US 84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.580,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 14 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: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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: October 2007

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Structure Number: 875063,  Location: EAST SIDE OF BAINBRIDGE (Lat: 30.918500,  Lng: -84.536550),  Route carried "on" structure: County highway 208,  Year Built: 1988,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 830 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,120 (year 2022),  Design Load: H 15,  Features Intersected: BIG SLOUGH TRIB.,  Facility Carried by Structure: COLLEGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.284,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  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: October 2007

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Structure Number: 870006,  Location: S BAINBRIDGE-SHOTWELL ST (Lat: 30.903333,  Lng: -84.588333),  Route carried "under" structure: Business US 84,  Year Built: 1959,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 8,500 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 1 NBL (US27-84-SR38)
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 870007,  Location: S BAINBRIDGE-SHOTWELL ST (Lat: 30.903333,  Lng: -84.588333),  Route carried "under" structure: Business US 84,  Year Built: 1959,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 6,900 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 1 SBL (US27-84-SR38)
Minimum Vertical Clearance: 6.19m (20.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 87001,  Location: NW BAINBRIDGE-DOTHAN RD (Lat: 30.918333,  Lng: -84.601667),  Route carried "under" structure: Business US 27,  Year Built: 1959,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 8,500 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 1 NBL (US 27)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.055,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 870011,  Location: NW BAINBRIDGE-DOTHAN RD (Lat: 30.918333,  Lng: -84.601667),  Route carried "under" structure: Business US 27,  Year Built: 1959,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 12,700 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 1 SBL (US 27)
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.553,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 870016,  Location: BAINBRIDGE - SE SECTION (Lat: 30.890000,  Lng: -84.566667),  Route carried "under" structure: US 27,  Year Built: 1962,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 11,300 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 38 EBL (US 84)
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 3.081,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 870017,  Location: BAINBRIDGE - SE SECTION (Lat: 30.890000,  Lng: -84.566667),  Route carried "under" structure: US 27,  Year Built: 1962,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 12,600 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 38 WBL (US 84)
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 3.084,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 870024,  Location: BAINBRIDGE - SOUTHSIDE (Lat: 30.893333,  Lng: -84.580000),  Route carried "under" structure: US 27,  Year Built: 1962,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 13,900 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 97
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 870028,  Location: BAINBRIDGE-WEST SECTION (Lat: 30.910000,  Lng: -84.595000),  Route carried "under" structure: US 27,  Year Built: 1959,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 13,500 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 253 SPRING CREEK RD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 3.485,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 870034,  Location: BAINBRIDGE - SOUTHSIDE (Lat: 30.891667,  Lng: -84.578333),  Route carried "under" structure: US 27,  Year Built: 1962,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 10,300 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 309 WEST STREET
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 3.185,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 870037,  Location: BAINBRIDGE - SE SECTION (Lat: 30.890000,  Lng: -84.561667),  Route carried "under" structure: US 84,  Year Built: 1962,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 7,800 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-412 LAKE DOUGLAS RD
Minimum Vertical Clearance: 0.53m (1.74ft),  Kilometerpoint: 2.209,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 875052,  Location: BAINBRIDGE STATE PARK (Lat: 30.906183,  Lng: -84.583317),  Route carried "under" structure: City street 852,  Year Built: 1932,  Structure Length: 45.20m (148.29ft),  Average Daily Traffic: 870 (year 2007),  Features Intersected: CR 852,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 2.97m (9.74ft),  Kilometerpoint: 0.001,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Movable - Swing,  Length of Maximum Span: 32.9m (107.9ft)