Bridge Statistics for Fitzgerald, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 144ft / 44.2mTotal length
- $27,702,000Total costs
- 52,400Total average daily traffic
- 530Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fitzgerald
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 31940-1949
- 21950-1959
- 21960-1969
- 11970-1979
- 31980-1989
- 61990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 57.1%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 28.6%Very good
- 57.1%Good
- 14.3%Satisfactory
- Bridge Condition - Channel
- 43.5%Very good
- 34.8%Good
- 21.7%Satisfactory
- Bridge Condition - Culverts
- 93.8%Good
- 6.3%Satisfactory
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Structure Number: 170002, Location: 5.5 MI E OF FITZGERALD (Lat: 31.791728, Lng: -83.242178), Route carried "on" structure: US 129, Year Built: 1926, Year Reconstructed: 1954, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,990 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,985 (year 2031), Design Load: H 15, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, 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: 8.4m (27.6ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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
Structure Number: 170002, Location: 5.5 MI E OF FITZGERALD (Lat: 31.791728, Lng: -83.242178), Route carried "on" structure: US 129, Year Built: 1926, Year Reconstructed: 1954, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,990 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,985 (year 2031), Design Load: H 15, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, 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: 8.4m (27.6ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 170004, Location: 3 MI N OF FITZGERALD (Lat: 31.773369, Lng: -83.271150), Route carried "on" structure: State highway 90, Year Built: 1939, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,355 (year 2031), Design Load: H 15, Features Intersected: OTTER CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 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: 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
Structure Number: 170004, Location: 3 MI N OF FITZGERALD (Lat: 31.773369, Lng: -83.271150), Route carried "on" structure: State highway 90, Year Built: 1939, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,355 (year 2031), Design Load: H 15, Features Intersected: OTTER CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 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: 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
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Structure Number: 170005, Location: 3 MI N OF FITZGERALD (Lat: 31.774428, Lng: -83.273028), Route carried "on" structure: State highway 90, Year Built: 1939, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,355 (year 2031), Design Load: H 15, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 170005, Location: 3 MI N OF FITZGERALD (Lat: 31.774428, Lng: -83.273028), Route carried "on" structure: State highway 90, Year Built: 1939, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,355 (year 2031), Design Load: H 15, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 17001, Location: 2 MI W OF FITZGERALD (Lat: 31.706572, Lng: -83.296031), Route carried "on" structure: City street 2222, Year Built: 1948, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 2,430 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,645 (year 2031), Design Load: H 15, Features Intersected: WILLACOOCHEE CREEK, Facility Carried by Structure: IRWINVILLE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.2m (26.9ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 45.99m (150.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17001, Location: 2 MI W OF FITZGERALD (Lat: 31.706572, Lng: -83.296031), Route carried "on" structure: City street 2222, Year Built: 1948, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 2,430 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,645 (year 2031), Design Load: H 15, Features Intersected: WILLACOOCHEE CREEK, Facility Carried by Structure: IRWINVILLE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.2m (26.9ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 45.99m (150.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $738,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 170011, Location: 1 MI E OF FITZGERALD (Lat: 31.714028, Lng: -83.238039), Route carried "on" structure: City street 2222, Year Built: 1982, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,260 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,390 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH
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: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 170011, Location: 1 MI E OF FITZGERALD (Lat: 31.714028, Lng: -83.238039), Route carried "on" structure: City street 2222, Year Built: 1982, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,260 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,390 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH
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: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
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Structure Number: 170015, Location: 3 MI SW OF FITZGERALD (Lat: 31.695078, Lng: -83.304728), Route carried "on" structure: State highway 125, Year Built: 1946, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,740 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,610 (year 2031), Design Load: H 15, Features Intersected: COURTHOUSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 41.24m (135.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 170015, Location: 3 MI SW OF FITZGERALD (Lat: 31.695078, Lng: -83.304728), Route carried "on" structure: State highway 125, Year Built: 1946, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,740 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,610 (year 2031), Design Load: H 15, Features Intersected: COURTHOUSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 41.24m (135.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 170019, Location: 3.5 MI E OF FITZGERALD (Lat: 31.714158, Lng: -83.183039), Route carried "on" structure: State highway 206, Year Built: 1949, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,620 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,930 (year 2031), Design Load: H 15, Features Intersected: SATILLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 170019, Location: 3.5 MI E OF FITZGERALD (Lat: 31.714158, Lng: -83.183039), Route carried "on" structure: State highway 206, Year Built: 1949, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,620 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,930 (year 2031), Design Load: H 15, Features Intersected: SATILLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 170025, Location: FITZGERALD - SE SECTION (Lat: 31.700139, Lng: -83.241200), Route carried "on" structure: City street 2218, Year Built: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,790 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,685 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH, Facility Carried by Structure: S. MONITOR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4.3m (14.1ft)
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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 170025, Location: FITZGERALD - SE SECTION (Lat: 31.700139, Lng: -83.241200), Route carried "on" structure: City street 2218, Year Built: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,790 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,685 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH, Facility Carried by Structure: S. MONITOR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4.3m (14.1ft)
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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
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Structure Number: 170028, Location: 1.1 MI W OF FITZGERALD (Lat: 31.690808, Lng: -83.291589), Route carried "on" structure: County highway 2738, Year Built: 1954, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,230 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,845 (year 2031), Design Load: H 15, Features Intersected: COURTHOUSE BRANCH, Facility Carried by Structure: BELLS CABIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 170028, Location: 1.1 MI W OF FITZGERALD (Lat: 31.690808, Lng: -83.291589), Route carried "on" structure: County highway 2738, Year Built: 1954, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,230 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,845 (year 2031), Design Load: H 15, Features Intersected: COURTHOUSE BRANCH, Facility Carried by Structure: BELLS CABIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 170029, Location: 1.2 MI W OF FITZGERALD (Lat: 31.691297, Lng: -83.290739), Route carried "on" structure: County highway 2738, Year Built: 1954, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,230 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,845 (year 2031), Design Load: H 15, Features Intersected: WILLACOOCHEE CREEK, Facility Carried by Structure: BELLS CABIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.2m (26.9ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.55m (34.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $791,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 170029, Location: 1.2 MI W OF FITZGERALD (Lat: 31.691297, Lng: -83.290739), Route carried "on" structure: County highway 2738, Year Built: 1954, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,230 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,845 (year 2031), Design Load: H 15, Features Intersected: WILLACOOCHEE CREEK, Facility Carried by Structure: BELLS CABIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.2m (26.9ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.55m (34.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $53,000, Total Project Cost: $791,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17003, Location: CTY LMTS OF FITZGERALD (Lat: 31.692947, Lng: -83.244208), Route carried "on" structure: State highway 107, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,970 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,955 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 17003, Location: CTY LMTS OF FITZGERALD (Lat: 31.692947, Lng: -83.244208), Route carried "on" structure: State highway 107, Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,970 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,955 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 170031, Location: CTY LMTS OF FITZGERALD (Lat: 31.692350, Lng: -83.246308), Route carried "on" structure: State highway 107, Year Built: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,980 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
Structure Number: 170031, Location: CTY LMTS OF FITZGERALD (Lat: 31.692350, Lng: -83.246308), Route carried "on" structure: State highway 107, Year Built: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,320 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,980 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
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Structure Number: 170032, Location: 1 MI S OF FITZGERALD (Lat: 31.691017, Lng: -83.243897), Route carried "on" structure: US 129, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,240 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 9,360 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY 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: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present 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 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $290,000
Structure Number: 170032, Location: 1 MI S OF FITZGERALD (Lat: 31.691017, Lng: -83.243897), Route carried "on" structure: US 129, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,240 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 9,360 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY 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: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present 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 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $290,000
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Structure Number: 17501, Location: N FITZGERALD (Lat: 31.730339, Lng: -83.243200), Route carried "on" structure: City street 164, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,355 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH, Facility Carried by Structure: JACK ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 17501, Location: N FITZGERALD (Lat: 31.730339, Lng: -83.243200), Route carried "on" structure: City street 164, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,570 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,355 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH, Facility Carried by Structure: JACK ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 175011, Location: 1 MI NE OF FITIZGERALD (Lat: 31.728228, Lng: -83.241697), Route carried "on" structure: City street 173, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH, Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: 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: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 175011, Location: 1 MI NE OF FITIZGERALD (Lat: 31.728228, Lng: -83.241697), Route carried "on" structure: City street 173, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH, Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: 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: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 175012, Location: 5 MI N OF FITZGERALD (Lat: 31.798708, Lng: -83.228119), Route carried "on" structure: County highway 193, Year Built: 1980, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 70 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 105 (year 2031), Design Load: HS 15, Features Intersected: OTTER CREEK, Facility Carried by Structure: OTTER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 175012, Location: 5 MI N OF FITZGERALD (Lat: 31.798708, Lng: -83.228119), Route carried "on" structure: County highway 193, Year Built: 1980, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 70 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 105 (year 2031), Design Load: HS 15, Features Intersected: OTTER CREEK, Facility Carried by Structure: OTTER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 175016, Location: 1.5 MI SW OF FITZGERALD (Lat: 31.693897, Lng: -83.291497), Route carried "on" structure: State highway 107, Year Built: 1976, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,670 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,505 (year 2031), Design Load: HS 15, Features Intersected: WILLACOOCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 175016, Location: 1.5 MI SW OF FITZGERALD (Lat: 31.693897, Lng: -83.291497), Route carried "on" structure: State highway 107, Year Built: 1976, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,670 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,505 (year 2031), Design Load: HS 15, Features Intersected: WILLACOOCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 175019, Location: EAST FITZGERALD (Lat: 31.710397, Lng: -83.238589), Route carried "on" structure: City street 558, Year Built: 1988, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 700 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH, Facility Carried by Structure: SAWYER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000
Structure Number: 175019, Location: EAST FITZGERALD (Lat: 31.710397, Lng: -83.238589), Route carried "on" structure: City street 558, Year Built: 1988, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 700 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH, Facility Carried by Structure: SAWYER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $229,000
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Structure Number: 17502, Location: 3.5 MI N OF FITZGERALD (Lat: 31.769239, Lng: -83.270708), Route carried "on" structure: County highway 60, Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 210 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 315 (year 2031), Design Load: HS 20+Mod, Features Intersected: OTTER CREEK, Facility Carried by Structure: OTHAR LEE ROGERS R
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 17502, Location: 3.5 MI N OF FITZGERALD (Lat: 31.769239, Lng: -83.270708), Route carried "on" structure: County highway 60, Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 210 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 315 (year 2031), Design Load: HS 20+Mod, Features Intersected: OTTER CREEK, Facility Carried by Structure: OTHAR LEE ROGERS R
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 175023, Location: IN SE FITZGERALD (Lat: 31.706828, Lng: -83.238539), Route carried "on" structure: City street 2210, Year Built: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,720 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,580 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH, Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: 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 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000
Structure Number: 175023, Location: IN SE FITZGERALD (Lat: 31.706828, Lng: -83.238539), Route carried "on" structure: City street 2210, Year Built: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,720 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,580 (year 2031), Design Load: HS 20+Mod, Features Intersected: TURKEY BRANCH, Facility Carried by Structure: CEMETERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: 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 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000
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Structure Number: 175026, Location: 3 MI W OF FITZGERALD (Lat: 31.717819, Lng: -83.296717), Route carried "on" structure: County highway 2632, Year Built: 2000, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,170 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,755 (year 2031), Design Load: HS 20+Mod, Features Intersected: WILLACHOOCHEE CREEK, Facility Carried by Structure: MARTIN YOUNG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 175026, Location: 3 MI W OF FITZGERALD (Lat: 31.717819, Lng: -83.296717), Route carried "on" structure: County highway 2632, Year Built: 2000, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,170 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,755 (year 2031), Design Load: HS 20+Mod, Features Intersected: WILLACHOOCHEE CREEK, Facility Carried by Structure: MARTIN YOUNG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 175027, Location: 7 MI NORTH OF FITZGERALD (Lat: 31.808078, Lng: -83.295519), Route carried "on" structure: State highway 90, Year Built: 2006, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,235 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE HOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $43,000, Total Project Cost: $645,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 175027, Location: 7 MI NORTH OF FITZGERALD (Lat: 31.808078, Lng: -83.295519), Route carried "on" structure: State highway 90, Year Built: 2006, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,235 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE HOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $43,000, Total Project Cost: $645,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 175029, Location: 3.7 MI S OF FITZGERALD (Lat: 31.660758, Lng: -83.262347), Route carried "on" structure: County highway 1638, Year Built: 2018, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,010 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,515 (year 2031), Design Load: HS 25 or greater, Features Intersected: WILLACHOOCHEE CREEK, Facility Carried by Structure: PERRY HOUSE 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: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $13,320,000, Roadway Improvement Cost: $1,332,000, Total Project Cost: $19,980,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 175029, Location: 3.7 MI S OF FITZGERALD (Lat: 31.660758, Lng: -83.262347), Route carried "on" structure: County highway 1638, Year Built: 2018, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,010 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 4,515 (year 2031), Design Load: HS 25 or greater, Features Intersected: WILLACHOOCHEE CREEK, Facility Carried by Structure: PERRY HOUSE 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: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $13,320,000, Roadway Improvement Cost: $1,332,000, Total Project Cost: $19,980,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 175017, Location: W FITZGERALD (Lat: 31.716058, Lng: -83.259850), Route carried "under" structure: City street 507, Structure Length: 0. m, Average Daily Traffic: 730 (year 2011), Truck Traffic: 1%, Features Intersected: CS 507 LONGSTREET ST, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
Structure Number: 175017, Location: W FITZGERALD (Lat: 31.716058, Lng: -83.259850), Route carried "under" structure: City street 507, Structure Length: 0. m, Average Daily Traffic: 730 (year 2011), Truck Traffic: 1%, Features Intersected: CS 507 LONGSTREET ST, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m