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

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Structure Number: 170011,  Location: 1 MI E OF FITZGERALD (Lat: 31.714017,  Lng: -83.238083),  Route carried "on" structure: City street 2222,  Year Built: 1982,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,370 (year 2006),  Average Future Daily Traffic: 6,555 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.696,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: January 2007

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Structure Number: 170025,  Location: FITZGERALD - SE SECTION (Lat: 31.720000,  Lng: -83.241150),  Route carried "on" structure: City street 2218,  Year Built: 1990,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 1,640 (year 2006),  Average Future Daily Traffic: 2,460 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TURKEY BRANCH,  Facility Carried by Structure: S. MONITOR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.012,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: January 2007

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Structure Number: 17003,  Location: CTY LMTS OF FITZGERALD (Lat: 31.709533,  Lng: -83.244217),  Route carried "on" structure: State highway 107,  Year Built: 1991,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 7,750 (year 2006),  Average Future Daily Traffic: 11,625 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.957,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  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: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: January 2007

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Structure Number: 170031,  Location: CTY LMTS OF FITZGERALD (Lat: 31.692317,  Lng: -83.246133),  Route carried "on" structure: State highway 107,  Year Built: 1991,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 8,810 (year 2006),  Average Future Daily Traffic: 13,215 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TURKEY BRANCH TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.944,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: January 2007

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Structure Number: 17501,  Location: N FITZGERALD (Lat: 31.730333,  Lng: -83.243217),  Route carried "on" structure: City street 164,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 890 (year 2006),  Average Future Daily Traffic: 1,335 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TURKEY BRANCH,  Facility Carried by Structure: JACK ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.210,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 175011,  Location: 1 MI NE OF FITIZGERALD (Lat: 31.728250,  Lng: -83.241567),  Route carried "on" structure: City street 173,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 260 (year 2006),  Average Future Daily Traffic: 390 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TURKEY BRANCH,  Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.350,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 175016,  Location: 1.5 MI SW OF FITZGERALD (Lat: 31.693933,  Lng: -83.291783),  Route carried "on" structure: State highway 107,  Year Built: 1976,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 5,270 (year 2006),  Average Future Daily Traffic: 7,905 (year 2026),  Design Load: HS 15,  Features Intersected: WILLACOOCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.485,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 175019,  Location: EAST FITZGERALD (Lat: 31.710450,  Lng: -83.238650),  Route carried "on" structure: City street 558,  Year Built: 1988,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 1,080 (year 2006),  Average Future Daily Traffic: 1,620 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TURKEY BRANCH,  Facility Carried by Structure: SAWYER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.049,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: January 2007

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Structure Number: 175023,  Location: IN SE FITZGERALD (Lat: 31.706700,  Lng: -83.238600),  Route carried "on" structure: City street 2210,  Year Built: 1997,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 1,850 (year 2006),  Average Future Daily Traffic: 2,775 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TURKEY BRANCH,  Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.041,  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: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: January 2007

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Structure Number: 175017,  Location: W FITZGERALD (Lat: 31.715933,  Lng: -83.259833),  Route carried "under" structure: City street 507,  Year Built: 1976,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 330 (year 2006),  Features Intersected: CS 507 LONGSTREET ST,  Facility Carried by Structure: NORFOLK RAILROAD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.054,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)