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


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 230ft / 70.5mTotal length
  • $62,502,000Total costs
  • 20,800Total average daily traffic
  • 1,627Total average daily truck traffic
  • 31,710Total future (year 2030) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Cuthbert
  • No street view available for this location

New bridges in Cuthbert, GA - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 11940-1949
  • 11950-1959
  • 21960-1969
  • 31990-1999
  • 12000-2009
  • 32010-2019
Reconstructed bridges in Cuthbert, GA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 01980-1989
  • 01990-1999
  • 12000-2009
Average Bridge Daily Traffic in Cuthbert, GA
Average Bridge Truck Traffic in Cuthbert, GA
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 62.5%Very good
  • 37.5%Good
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 44.4%Very good
  • 22.2%Good
  • 22.2%Satisfactory
  • 11.1%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 83.3%Good
  • 16.7%Satisfactory
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Structure Number: 2430009,  Location: 3 MI SE OF SPRINGVALE (Lat: 31.794239,  Lng: -84.851328),  Route carried "on" structure: US 82,  Year Built: 1932,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,200 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,300 (year 2030),  Design Load: H 15,  Features Intersected: HOLANNA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $199,000
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Structure Number: 243001,  Location: .9 MI E OF CUTHBERT (Lat: 31.770158,  Lng: -84.777078),  Route carried "on" structure: US 82,  Year Built: 1935,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,320 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,480 (year 2030),  Design Load: H 15,  Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: June 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000
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Structure Number: 2430013,  Location: 2 MI W OF CUTHBERT (Lat: 31.762950,  Lng: -84.825197),  Route carried "on" structure: State highway 266,  Year Built: 1940,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 1,170 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,755 (year 2030),  Design Load: H 15,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 45.63m (149.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $1,125,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2430016,  Location: 2 MI SE OF CUTHBERT (Lat: 31.753150,  Lng: -84.771658),  Route carried "on" structure: County highway 1189,  Year Built: 1939,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 760 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,140 (year 2030),  Design Load: H 15,  Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000
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Structure Number: 2430017,  Location: 3 MILES NORTH EAST OF CU (Lat: 31.804019,  Lng: -84.758889),  Route carried "on" structure: County highway 1520,  Year Built: 1951,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 620 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 930 (year 2030),  Design Load: H 15,  Features Intersected: PACHITLA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000
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Structure Number: 243002,  Location: 2.5 MI E OF CUTHBERT (Lat: 31.757978,  Lng: -84.751258),  Route carried "on" structure: County highway 1662,  Year Built: 1992,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 440 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 660 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $438,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $656,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2430023,  Location: 4 MILES SOUTHWEST OF CUTH (Lat: 31.745247,  Lng: -84.856228),  Route carried "on" structure: County highway 2411,  Year Built: 1964,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 250 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 375 (year 2031),  Design Load: H 15,  Features Intersected: HOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000
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Structure Number: 2430024,  Location: APP .5 MI SE OF CUTHBERT (Lat: 31.764258,  Lng: -84.773878),  Route carried "on" structure: US 27,  Year Built: 1994,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 1,990 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,985 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,344,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $3,516,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2430025,  Location: APP .5 MI SE OF CUTHBERT (Lat: 31.764519,  Lng: -84.774019),  Route carried "on" structure: US 27,  Year Built: 1994,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 1,990 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,985 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,344,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $3,516,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2435018,  Location: 3 MI NE OF CUTHBERT (Lat: 31.799778,  Lng: -84.744258),  Route carried "on" structure: County highway 152,  Year Built: 1966,  Status: Posted for load,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 350 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 525 (year 2031),  Design Load: H 15,  Features Intersected: PACHITLA CREEK
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: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: March 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $750,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 243503,  Location: 2 MI SE OF CUTHBERT (Lat: 31.757519,  Lng: -84.756919),  Route carried "on" structure: County highway 134,  Year Built: 2000,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 620 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 930 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD,  Facility Carried by Structure: DISTRICT LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $602,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $903,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2435036,  Location: 2.2 MI S OF CUTHBERT (Lat: 31.740717,  Lng: -84.795797),  Route carried "on" structure: US 27,  Year Built: 2015,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 2,030 (year 2008),  Truck Traffic: 21%,  Average Future Daily Traffic: 3,300 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $16,161,000,  Roadway Improvement Cost: $1,616,000,  Total Project Cost: $24,242,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2435037,  Location: 2.2 MI S OF CUTHBERT (Lat: 31.740558,  Lng: -84.795628),  Route carried "on" structure: US 27,  Year Built: 2016,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 2,030 (year 2008),  Truck Traffic: 21%,  Average Future Daily Traffic: 3,300 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $16,132,000,  Roadway Improvement Cost: $1,613,000,  Total Project Cost: $24,198,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2435038,  Location: 3.2 MILES SOUTH OF CUTHB (Lat: 31.727008,  Lng: -84.803508),  Route carried "on" structure: US 27,  Year Built: 2016,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,030 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,045 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CARTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,850,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $2,775,000 ( Estimate for 2016)
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