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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 29
Total length: 120 meters (394ft)
Total costs: $96,000
Total average daily traffic: 469,960
Total average daily truck traffic: 2,201
National Bridge Inventory (NBI) Registered Bridges for Tifton
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New bridges - Historical Statistics

  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 7
  • 1960-1969: 0
  • 1970-1979: 3
  • 1980-1989: 13
  • 1990-1999: 4

Reconstructed bridges - Historical Statistics

  • 1980-1989: 1
  • 1990-1999: 0
  • 2000-2009: 3

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 2770007,  Location: 3 MI NE OF TIFTON (Lat: 31.448567,  Lng: -83.482611),  Route carried "on" structure: US 319,  Year Built: 1938,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 4,420 (year 2007),  Average Future Daily Traffic: 6,630 (year 2030),  Design Load: H 15,  Features Intersected: NEW RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.131,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10
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Structure Number: 2770008,  Location: 3.5 MI NE OF TIFTON (Lat: 31.463833,  Lng: -83.480694),  Route carried "on" structure: US 319,  Year Built: 1938,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,420 (year 2007),  Average Future Daily Traffic: 6,630 (year 2030),  Design Load: H 15,  Features Intersected: NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.157,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 41.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.74m (25.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Roadway Improvement Cost: $83,000,  Total Project Cost: $96,000
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Structure Number: 2770031,  Location: APP 2 MI W OF TIFTON (Lat: 31.469000,  Lng: -83.530553),  Route carried "on" structure: Interstate 75,  Year Built: 1957,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 47,400 (year 2007),  Average Future Daily Traffic: 71,100 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 520 (US 82)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.943,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 45.2m (148.3ft),  Out-to-Out Width: 46.4m (152.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2770032,  Location: APP 2 MI W OF TIFTON (Lat: 31.470467,  Lng: -83.530472),  Route carried "on" structure: Interstate 75,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 47,400 (year 2007),  Average Future Daily Traffic: 71,100 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CSX RR (TRACKS REMOVED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.954,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.3m (135.5ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 43.6m (143.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2770034,  Location: APP 2 MI N OF TIFTON (Lat: 31.474825,  Lng: -83.523297),  Route carried "on" structure: Interstate 75,  Year Built: 1957,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.49m (24.57ft),  Average Daily Traffic: 46,810 (year 2007),  Average Future Daily Traffic: 70,215 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: M-4707- CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.225,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.9m (111.2ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 39.5m (129.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2770036,  Location: APP 3 MI N OF TIFTON (Lat: 31.478525,  Lng: -83.519642),  Route carried "on" structure: Interstate 75,  Year Built: 1957,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 41,350 (year 2007),  Average Future Daily Traffic: 62,025 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 7 (US 41)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.281,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.8m (114.2ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2770071,  Location: APP 2 MI W OF TIFTON (Lat: 31.458044,  Lng: -83.530192),  Route carried "on" structure: City street 4708,  Year Built: 1987,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 10,080 (year 2007),  Average Future Daily Traffic: 15,120 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75 (EXIT 63A),  Facility Carried by Structure: 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.003,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2770074,  Location: NORTH TIFTON (Lat: 31.472811,  Lng: -83.507108),  Route carried "on" structure: City street 4719,  Year Built: 1975,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 10,860 (year 2007),  Average Future Daily Traffic: 16,290 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER TRIB,  Facility Carried by Structure: 20TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.165,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10
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Structure Number: 2770075,  Location: NORTH TIFTON (Lat: 31.473225,  Lng: -83.519817),  Route carried "on" structure: City street 4719,  Year Built: 1975,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,010 (year 2007),  Average Future Daily Traffic: 6,015 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER TRIB.,  Facility Carried by Structure: 20TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.325,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10
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Structure Number: 2770078,  Location: APP 2 MI W OF TIFTON (Lat: 31.446017,  Lng: -83.529769),  Route carried "on" structure: US 319,  Year Built: 1987,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 6,090 (year 2007),  Average Future Daily Traffic: 9,135 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.626,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2770082,  Location: APP 2 MI W OF TIFTON (Lat: 31.441592,  Lng: -83.527175),  Route carried "on" structure: City street 4707,  Year Built: 1988,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 3,440 (year 2007),  Average Future Daily Traffic: 5,160 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75 (EXIT 61),  Facility Carried by Structure: OLD OMEGA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2770083,  Location: APP 2 MI NW OF TIFTON (Lat: 31.463628,  Lng: -83.529878),  Route carried "on" structure: City street 4710,  Year Built: 1988,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 5,200 (year 2007),  Average Future Daily Traffic: 7,800 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-75 (EXIT 63B),  Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.337,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2775048,  Location: SOUTH TIFTON (Lat: 31.437225,  Lng: -83.519792),  Route carried "on" structure: City street 235,  Year Built: 1980,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2030),  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: 0.069,  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: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10
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Structure Number: 2775052,  Location: IN EAST TIFTON (Lat: 31.453394,  Lng: -83.480758),  Route carried "on" structure: City street 801,  Year Built: 1982,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER,  Facility Carried by Structure: BILL BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.038,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  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: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10
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Structure Number: 2775056,  Location: NORTH TIFTON (Lat: 31.485667,  Lng: -83.509478),  Route carried "on" structure: City street 612,  Year Built: 1978,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2030),  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: 0.003,  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: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10
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Structure Number: 2775058,  Location: EAST TIFTON (Lat: 31.459533,  Lng: -83.493800),  Route carried "on" structure: City street 686,  Year Built: 1980,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2030),  Features Intersected: NEW RIVER TRIB,  Facility Carried by Structure: MADISON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  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: 10.9m (35.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.7 metric tons,  Inventory Rating: 23.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum 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 10,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2775062,  Location: EAST TIFTON (Lat: 31.456219,  Lng: -83.478483),  Route carried "on" structure: City street 797,  Year Built: 1985,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER,  Facility Carried by Structure: MARION DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.035,  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: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10
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Structure Number: 2775065,  Location: IN TIFTON (Lat: 31.456594,  Lng: -83.489719),  Route carried "on" structure: City street 4713,  Year Built: 1994,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 6,070 (year 2007),  Average Future Daily Traffic: 9,105 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER TRIB,  Facility Carried by Structure: FERRY LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.185,  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: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10
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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: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LITTLE RIVER TRIB,  Facility Carried by Structure: YOUMANS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  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: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10
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Structure Number: 2775067,  Location: NE TIFTON (Lat: 31.464200,  Lng: -83.497086),  Route carried "on" structure: City street 4718,  Year Built: 1999,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,350 (year 2007),  Average Future Daily Traffic: 8,025 (year 2030),  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: 0.075,  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: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10
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Structure Number: 2775068,  Location: NE TIFTON (Lat: 31.464592,  Lng: -83.499842),  Route carried "on" structure: City street 660,  Year Built: 1999,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER,  Facility Carried by Structure: PRINCE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.037,  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: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10
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Structure Number: 2775069,  Location: EAST TIFTON (Lat: 31.459178,  Lng: -83.492686),  Route carried "on" structure: City street 683,  Year Built: 1999,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 870 (year 2007),  Average Future Daily Traffic: 1,305 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NEW RIVER TRIB,  Facility Carried by Structure: PINEVIEW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  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: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10
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Structure Number: 2770031,  Location: APP 2 MI W OF TIFTON (Lat: 31.469000,  Lng: -83.530553),  Route carried "under" structure: US 82,  Year Built: 1957,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 23,000 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-75 (EXIT 62)
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.143,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 2770034,  Location: APP 2 MI N OF TIFTON (Lat: 31.474825,  Lng: -83.523297),  Route carried "under" structure: City street 4707,  Year Built: 1957,  Structure Length: 7.49m (24.57ft),  Average Daily Traffic: 4,100 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-75,  Facility Carried by Structure: FORREST STREET
Minimum Vertical Clearance: 7.36m (24.15ft),  Kilometerpoint: 0.514,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 2770036,  Location: APP 2 MI N OF TIFTON (Lat: 31.478525,  Lng: -83.519642),  Route carried "under" structure: US 41,  Year Built: 1957,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 4,000 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-75 (EXIT 64)
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 0.185,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 2770071,  Location: APP 2 MI W OF TIFTON (Lat: 31.458044,  Lng: -83.530192),  Route carried "under" structure: Interstate 75,  Year Built: 1987,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 41,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-4708 2ND STREET
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 10.027,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 2770078,  Location: APP 2 MI W OF TIFTON (Lat: 31.446017,  Lng: -83.529769),  Route carried "under" structure: Interstate 75,  Year Built: 1987,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 51,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 35 (US 319)
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.989,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 2770082,  Location: APP 2 MI W OF TIFTON (Lat: 31.441592,  Lng: -83.527175),  Route carried "under" structure: Interstate 75,  Year Built: 1988,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 51,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-4707 OLD OMEGA ROAD
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 9.847,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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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,  Year Built: 1988,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 44,800 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-4710 8TH STREET
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 10.088,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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