Bridge Statistics for Tifton, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31920-1929
- 61930-1939
- 11940-1949
- 111950-1959
- 31960-1969
- 91970-1979
- 201980-1989
- 41990-1999
- 32000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 31970-1979
- 21980-1989
- 21990-1999
- 42000-2009
- Bridge Condition - Deck
- 15.6%Very good
- 84.4%Good
- Bridge Condition - Superstructure
- 15.6%Very good
- 81.3%Good
- 3.1%Satisfactory
- Bridge Condition - Substructure
- 6.3%Very good
- 81.3%Good
- 12.5%Satisfactory
- Bridge Condition - Channel
- 27.5%Very good
- 52.9%Good
- 13.7%Satisfactory
- 5.9%Fair
- Bridge Condition - Culverts
- 87.5%Good
- 9.4%Satisfactory
- 3.1%Fair
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Structure Number: 2775046, Location: APP 5 MI SSW OF TIFTON (Lat: 31.400789, Lng: -83.532978), Route carried "on" structure: County highway 220, Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: KELL 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: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 2775046, Location: APP 5 MI SSW OF TIFTON (Lat: 31.400789, Lng: -83.532978), Route carried "on" structure: County highway 220, Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: KELL 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: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 2775048, Location: SOUTH TIFTON (Lat: 31.437228, Lng: -83.519789), Route carried "on" structure: City street 235, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: SOUTH RIDGE AVE.
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: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: March 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 2775048, Location: SOUTH TIFTON (Lat: 31.437228, Lng: -83.519789), Route carried "on" structure: City street 235, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: SOUTH RIDGE AVE.
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: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: March 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 2775049, Location: APP 1 MI E OF TIFTON (Lat: 31.448578, Lng: -83.486800), Route carried "on" structure: County highway 292, Year Built: 1978, Year Reconstructed: 1999, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,650 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,975 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: FLETCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, 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, Inspection Date: March 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $451,000
Structure Number: 2775049, Location: APP 1 MI E OF TIFTON (Lat: 31.448578, Lng: -83.486800), Route carried "on" structure: County highway 292, Year Built: 1978, Year Reconstructed: 1999, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,650 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,975 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: FLETCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, 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, Inspection Date: March 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $451,000
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Structure Number: 2775052, Location: IN EAST TIFTON (Lat: 31.453389, Lng: -83.480758), Route carried "on" structure: City street 801, Year Built: 1982, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: BILL BOWEN 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: 7.9m (25.9ft), 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 2775052, Location: IN EAST TIFTON (Lat: 31.453389, Lng: -83.480758), Route carried "on" structure: City street 801, Year Built: 1982, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: BILL BOWEN 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: 7.9m (25.9ft), 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 2775055, Location: APP 2 MI NE OF TIFTON (Lat: 31.473719, Lng: -83.486328), Route carried "on" structure: City street 4718, Year Built: 1928, Year Reconstructed: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,850 (year 2031), Design Load: H 15, Features Intersected: NEW RIVER, Facility Carried by Structure: OLD OCILLA 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.21m (135.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2775055, Location: APP 2 MI NE OF TIFTON (Lat: 31.473719, Lng: -83.486328), Route carried "on" structure: City street 4718, Year Built: 1928, Year Reconstructed: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,900 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,850 (year 2031), Design Load: H 15, Features Intersected: NEW RIVER, Facility Carried by Structure: OLD OCILLA 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 41.21m (135.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2775056, Location: NORTH TIFTON (Lat: 31.468569, Lng: -83.509478), Route carried "on" structure: City street 612, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 270 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 405 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER TRIB, Facility Carried by Structure: NORTH RIDGE AVE.
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: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: 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: March 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
Structure Number: 2775056, Location: NORTH TIFTON (Lat: 31.468569, Lng: -83.509478), Route carried "on" structure: City street 612, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 270 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 405 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER TRIB, Facility Carried by Structure: NORTH RIDGE AVE.
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: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: 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: March 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
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Structure Number: 2775058, Location: EAST TIFTON (Lat: 31.459528, Lng: -83.493797), Route carried "on" structure: City street 686, Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 180 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2032), Features Intersected: NEW RIVER TRIB, Facility Carried by Structure: MADISON AVE.
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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $147,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2775058, Location: EAST TIFTON (Lat: 31.459528, Lng: -83.493797), Route carried "on" structure: City street 686, Year Built: 1980, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 180 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2032), Features Intersected: NEW RIVER TRIB, Facility Carried by Structure: MADISON AVE.
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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $147,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 277506, Location: APP 11 MI NW OF TIFTON (Lat: 31.568058, Lng: -83.649389), Route carried "on" structure: County highway 1179, Year Built: 1972, Year Reconstructed: 2006, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 260 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 390 (year 2032), Design Load: H 15, Features Intersected: DANIELS CREEK, Facility Carried by Structure: TY TY-SYCAMORE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, 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: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.40m (37.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $637,000, Roadway Improvement Cost: $64,000, Total Project Cost: $955,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 277506, Location: APP 11 MI NW OF TIFTON (Lat: 31.568058, Lng: -83.649389), Route carried "on" structure: County highway 1179, Year Built: 1972, Year Reconstructed: 2006, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 260 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 390 (year 2032), Design Load: H 15, Features Intersected: DANIELS CREEK, Facility Carried by Structure: TY TY-SYCAMORE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, 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: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.40m (37.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $637,000, Roadway Improvement Cost: $64,000, Total Project Cost: $955,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2775061, Location: .2 MI SW TIFTON CITY LIMI (Lat: 31.443019, Lng: -83.533850), Route carried "on" structure: County highway 326, Year Built: 1986, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: McCORMICK DRIVE
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: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
Structure Number: 2775061, Location: .2 MI SW TIFTON CITY LIMI (Lat: 31.443019, Lng: -83.533850), Route carried "on" structure: County highway 326, Year Built: 1986, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: McCORMICK DRIVE
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: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
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Structure Number: 2775062, Location: EAST TIFTON (Lat: 31.456219, Lng: -83.478478), Route carried "on" structure: City street 797, Year Built: 1985, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: MARION 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: 5.8m (19.0ft), Skew: 1 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, Inspection Date: March 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 2775062, Location: EAST TIFTON (Lat: 31.456219, Lng: -83.478478), Route carried "on" structure: City street 797, Year Built: 1985, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: MARION 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: 5.8m (19.0ft), Skew: 1 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, Inspection Date: March 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
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Structure Number: 2775065, Location: IN TIFTON (Lat: 31.456600, Lng: -83.489719), Route carried "on" structure: City street 4713, Year Built: 1994, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,380 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 8,070 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: FERRY LAKE 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 2775065, Location: IN TIFTON (Lat: 31.456600, Lng: -83.489719), Route carried "on" structure: City street 4713, Year Built: 1994, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,380 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 8,070 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: FERRY LAKE 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 2775066, Location: SOUTH TIFTON (Lat: 31.436158, Lng: -83.521028), Route carried "on" structure: City street 234, Year Built: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: YOUMANS STREET
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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: March 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 2775066, Location: SOUTH TIFTON (Lat: 31.436158, Lng: -83.521028), Route carried "on" structure: City street 234, Year Built: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER TRIB, Facility Carried by Structure: YOUMANS STREET
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: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: March 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 2775067, Location: NE TIFTON (Lat: 31.464200, Lng: -83.497089), Route carried "on" structure: City street 4718, Year Built: 1999, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,595 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER TRIB, Facility Carried by Structure: OLD OCILLA 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: March 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 2775067, Location: NE TIFTON (Lat: 31.464200, Lng: -83.497089), Route carried "on" structure: City street 4718, Year Built: 1999, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,730 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 8,595 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER TRIB, Facility Carried by Structure: OLD OCILLA 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: March 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 2775068, Location: NE TIFTON (Lat: 31.464589, Lng: -83.499839), Route carried "on" structure: City street 660, Year Built: 1999, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: PRINCE AVENUE
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: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $21,000, Total Project Cost: $322,000
Structure Number: 2775068, Location: NE TIFTON (Lat: 31.464589, Lng: -83.499839), Route carried "on" structure: City street 660, Year Built: 1999, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: PRINCE AVENUE
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: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $21,000, Total Project Cost: $322,000
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Structure Number: 2775069, Location: EAST TIFTON (Lat: 31.459178, Lng: -83.492689), Route carried "on" structure: City street 683, Year Built: 1999, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER TRIB, Facility Carried by Structure: PINEVIEW AVENUE
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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 2775069, Location: EAST TIFTON (Lat: 31.459178, Lng: -83.492689), Route carried "on" structure: City street 683, Year Built: 1999, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,096 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,644 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER TRIB, Facility Carried by Structure: PINEVIEW AVENUE
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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 277507, Location: NORTH SECTION OF TIFTON (Lat: 31.465758, Lng: -83.503019), Route carried "on" structure: State highway 125, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10,950 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 16,425 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $298,000
Structure Number: 277507, Location: NORTH SECTION OF TIFTON (Lat: 31.465758, Lng: -83.503019), Route carried "on" structure: State highway 125, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10,950 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 16,425 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $298,000
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Structure Number: 2775072, Location: APP 4 MI NW OF TIFTON (Lat: 31.489147, Lng: -83.574739), Route carried "on" structure: County highway 109, Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: EARLE HUTCHINSON R
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: 7.3m (24.0ft), 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: 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: April 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 2775072, Location: APP 4 MI NW OF TIFTON (Lat: 31.489147, Lng: -83.574739), Route carried "on" structure: County highway 109, Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: EARLE HUTCHINSON R
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: 7.3m (24.0ft), 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: 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: April 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 2775074, Location: APP 4 MI E OF TIFTON (Lat: 31.465208, Lng: -83.439289), Route carried "on" structure: County highway 1562, Year Built: 2004, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,650 (year 2031), Design Load: HS 15, Features Intersected: MIDDLE CREEK, Facility Carried by Structure: FERRY LAKE ROAD
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: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very 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: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2775074, Location: APP 4 MI E OF TIFTON (Lat: 31.465208, Lng: -83.439289), Route carried "on" structure: County highway 1562, Year Built: 2004, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,650 (year 2031), Design Load: HS 15, Features Intersected: MIDDLE CREEK, Facility Carried by Structure: FERRY LAKE ROAD
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: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very 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: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 277508, Location: APP 2 MI NE OF TIFTON (Lat: 31.459569, Lng: -83.478608), Route carried "on" structure: County highway 72, Year Built: 2013, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,080 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,620 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER OVERF, Facility Carried by Structure: FERRY LAKE ROAD
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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.97m (134.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 277508, Location: APP 2 MI NE OF TIFTON (Lat: 31.459569, Lng: -83.478608), Route carried "on" structure: County highway 72, Year Built: 2013, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,080 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,620 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER OVERF, Facility Carried by Structure: FERRY LAKE ROAD
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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.97m (134.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2775081, Location: APP 2MI E OF TIFTON (Lat: 31.459908, Lng: -83.477558), Route carried "on" structure: County highway 72, Year Built: 2013, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,080 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,620 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: FERRY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 2775081, Location: APP 2MI E OF TIFTON (Lat: 31.459908, Lng: -83.477558), Route carried "on" structure: County highway 72, Year Built: 2013, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,080 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 4,620 (year 2031), Design Load: HS 20+Mod, Features Intersected: NEW RIVER, Facility Carried by Structure: FERRY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 2775084, Location: APP 3 MI N OF TIFTON (Lat: 31.506178, Lng: -83.515239), Route carried "on" structure: County highway 544, Year Built: 2016, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 7,350 (year 2036), Design Load: HS 20+Mod, Features Intersected: I-75 (EXIT 66), Facility Carried by Structure: BRIGHTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $22,570,000, Roadway Improvement Cost: $2,257,000, Total Project Cost: $33,855,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2775084, Location: APP 3 MI N OF TIFTON (Lat: 31.506178, Lng: -83.515239), Route carried "on" structure: County highway 544, Year Built: 2016, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 7,350 (year 2036), Design Load: HS 20+Mod, Features Intersected: I-75 (EXIT 66), Facility Carried by Structure: BRIGHTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $22,570,000, Roadway Improvement Cost: $2,257,000, Total Project Cost: $33,855,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2775085, Location: 4 MI. NW OF TIFTON (Lat: 31.497031, Lng: -83.553367), Route carried "on" structure: County highway 34, Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,260 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,890 (year 2031), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: ZION HOPE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,818,000, Roadway Improvement Cost: $381,000, Total Project Cost: $5,727,000 ( Estimate for 2018)
Structure Number: 2775085, Location: 4 MI. NW OF TIFTON (Lat: 31.497031, Lng: -83.553367), Route carried "on" structure: County highway 34, Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,260 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,890 (year 2031), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: ZION HOPE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.57m (5.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,818,000, Roadway Improvement Cost: $381,000, Total Project Cost: $5,727,000 ( Estimate for 2018)
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Structure Number: 2775086, Location: 5 MILES SE OF TIFTON (Lat: 31.413978, Lng: -83.442978), Route carried "on" structure: County highway 193, Year Built: 2019, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 25 or greater, Features Intersected: NEW RIVER, Facility Carried by Structure: LOWER BROOKFIELD R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $12,580,000, Roadway Improvement Cost: $1,258,000, Total Project Cost: $18,870,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2775086, Location: 5 MILES SE OF TIFTON (Lat: 31.413978, Lng: -83.442978), Route carried "on" structure: County highway 193, Year Built: 2019, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 25 or greater, Features Intersected: NEW RIVER, Facility Carried by Structure: LOWER BROOKFIELD R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $12,580,000, Roadway Improvement Cost: $1,258,000, Total Project Cost: $18,870,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2770021, Location: APP 6 MI N OF TIFTON (Lat: 31.531239, Lng: -83.524239), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 36,100 (year 1998), Truck Traffic: 1%, Features Intersected: CR 107 WESLEY RIGDON RD, Facility Carried by Structure: WESLEY RIGDON RD
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 109.435, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 2770021, Location: APP 6 MI N OF TIFTON (Lat: 31.531239, Lng: -83.524239), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 36,100 (year 1998), Truck Traffic: 1%, Features Intersected: CR 107 WESLEY RIGDON RD, Facility Carried by Structure: WESLEY RIGDON RD
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 109.435, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 2770031, Location: APP 2 MI W OF TIFTON (Lat: 31.450172, Lng: -83.530672), Route carried "under" structure: US 82, Structure Length: 0. m, Average Daily Traffic: 23,000 (year 1998), Truck Traffic: 1%, Features Intersected: I-75 (EXIT 62), Facility Carried by Structure: I-75 (EXIT 62)
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 14.484, Lanes on structure: 8, Length of Maximum Span: 0.0m
Structure Number: 2770031, Location: APP 2 MI W OF TIFTON (Lat: 31.450172, Lng: -83.530672), Route carried "under" structure: US 82, Structure Length: 0. m, Average Daily Traffic: 23,000 (year 1998), Truck Traffic: 1%, Features Intersected: I-75 (EXIT 62), Facility Carried by Structure: I-75 (EXIT 62)
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 14.484, Lanes on structure: 8, Length of Maximum Span: 0.0m
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Structure Number: 2770034, Location: APP 2 MI N OF TIFTON (Lat: 31.474947, Lng: -83.523303), Route carried "under" structure: City street 4707, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 1998), Truck Traffic: 1%, Features Intersected: I-75, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 7.36m (24.15ft), Kilometerpoint: 4.828, Lanes on structure: 7, Length of Maximum Span: 0.0m
Structure Number: 2770034, Location: APP 2 MI N OF TIFTON (Lat: 31.474947, Lng: -83.523303), Route carried "under" structure: City street 4707, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 1998), Truck Traffic: 1%, Features Intersected: I-75, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 7.36m (24.15ft), Kilometerpoint: 4.828, Lanes on structure: 7, Length of Maximum Span: 0.0m
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Structure Number: 2770036, Location: APP 3 MI N OF TIFTON (Lat: 31.478528, Lng: -83.519639), Route carried "under" structure: US 41, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 1998), Truck Traffic: 1%, Features Intersected: I-75 (EXIT 64), Facility Carried by Structure: I-75 (EXIT 64)
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 19.312, Lanes on structure: 6, Length of Maximum Span: 0.0m
Structure Number: 2770036, Location: APP 3 MI N OF TIFTON (Lat: 31.478528, Lng: -83.519639), Route carried "under" structure: US 41, Structure Length: 0. m, Average Daily Traffic: 4,000 (year 1998), Truck Traffic: 1%, Features Intersected: I-75 (EXIT 64), Facility Carried by Structure: I-75 (EXIT 64)
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 19.312, Lanes on structure: 6, Length of Maximum Span: 0.0m
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Structure Number: 2770071, Location: APP 2 MI W OF TIFTON (Lat: 31.458039, Lng: -83.530189), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 41,400 (year 1998), Truck Traffic: 1%, Features Intersected: M-4708 2ND STREET, Facility Carried by Structure: 2ND STREET
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 99.779, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 2770071, Location: APP 2 MI W OF TIFTON (Lat: 31.458039, Lng: -83.530189), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 41,400 (year 1998), Truck Traffic: 1%, Features Intersected: M-4708 2ND STREET, Facility Carried by Structure: 2ND STREET
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 99.779, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 2770078, Location: APP 2 MI W OF TIFTON (Lat: 31.446019, Lng: -83.529769), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 51,400 (year 1998), Truck Traffic: 1%, Features Intersected: SR 35 (US 319), Facility Carried by Structure: US 319
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 98.170, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 2770078, Location: APP 2 MI W OF TIFTON (Lat: 31.446019, Lng: -83.529769), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 51,400 (year 1998), Truck Traffic: 1%, Features Intersected: SR 35 (US 319), Facility Carried by Structure: US 319
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 98.170, Lanes on structure: 4, Length of Maximum Span: 0.0m
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Structure Number: 2770082, Location: APP 2 MI W OF TIFTON (Lat: 31.441589, Lng: -83.527178), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 51,400 (year 1998), Truck Traffic: 1%, Features Intersected: SR 35 CONNECTOR, Facility Carried by Structure: SR 35 CONNECTOR
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 98.170, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 2770082, Location: APP 2 MI W OF TIFTON (Lat: 31.441589, Lng: -83.527178), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 51,400 (year 1998), Truck Traffic: 1%, Features Intersected: SR 35 CONNECTOR, Facility Carried by Structure: SR 35 CONNECTOR
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 98.170, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 2770083, Location: APP 2 MI NW OF TIFTON (Lat: 31.463628, Lng: -83.529878), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 44,800 (year 1998), Truck Traffic: 1%, Features Intersected: M-4710 8TH STREET, Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 101.389, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 2770083, Location: APP 2 MI NW OF TIFTON (Lat: 31.463628, Lng: -83.529878), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 44,800 (year 1998), Truck Traffic: 1%, Features Intersected: M-4710 8TH STREET, Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 101.389, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 2775084, Location: APP 3 MI N OF TIFTON (Lat: 31.506178, Lng: -83.515239), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 5%, Features Intersected: FAS 544 BRIGHTON ROAD, Facility Carried by Structure: BRIGHTON ROAD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 106.217, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 2775084, Location: APP 3 MI N OF TIFTON (Lat: 31.506178, Lng: -83.515239), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 5%, Features Intersected: FAS 544 BRIGHTON ROAD, Facility Carried by Structure: BRIGHTON ROAD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 106.217, Lanes on structure: 2, Length of Maximum Span: 0.0m