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


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 161ft / 48.6mTotal length
  • $5,499,000Total costs
  • 18,030Total average daily traffic
  • 1,895Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Gordon
  • No street view available for this location

New bridges in Gordon, GA - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 11940-1949
  • 21950-1959
  • 51960-1969
  • 11980-1989
  • 22010-2019
Average Bridge Daily Traffic in Gordon, GA
Average Bridge Truck Traffic in Gordon, GA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 66.7%Good
  • 33.3%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Good
  • 33.3%Satisfactory
  • 16.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 50.0%Good
  • 16.7%Satisfactory
  • 33.3%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 18.2%Very good
  • 27.3%Good
  • 45.5%Satisfactory
  • 9.1%Poor
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Structure Number: 1695024,  Location: 10.7 MI SE OF GRAY (Lat: 32.939058,  Lng: -83.368678),  Route carried "on" structure: County highway 133,  Year Built: 1967,  Status: Posted for load,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 130 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 195 (year 2032),  Design Load: H 15,  Features Intersected: COMMISSIONER CREEK,  Facility Carried by Structure: COUNTY LINE 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: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.36m (30.71ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: December 2018,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $563,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1695025,  Location: 10.8 MI SE OF GRAY (Lat: 32.937289,  Lng: -83.369347),  Route carried "on" structure: County highway 133,  Year Built: 1967,  Status: Posted for load,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 130 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 195 (year 2032),  Design Load: H 15,  Features Intersected: COMMISSIONER CREEK,  Facility Carried by Structure: COUNTY LINE 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: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 6.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 12.28m (40.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 3190002,  Location: 4.7 MI S OF GORDON (Lat: 32.815789,  Lng: -83.324239),  Route carried "on" structure: State highway 18,  Year Built: 1952,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,590 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,385 (year 2032),  Design Load: H 15,  Features Intersected: CLEAR CREEK
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: 8.5m (27.9ft),  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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000
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Structure Number: 3190004,  Location: CITY OF GORDON (Lat: 32.882589,  Lng: -83.342689),  Route carried "on" structure: State highway 18,  Year Built: 1947,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 1,650 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,475 (year 2032),  Design Load: H 15,  Features Intersected: CS 44-NOR-SOU RR 732712X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 50.87m (166.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,364,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $2,045,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3190005,  Location: CITY OF GORDON (Lat: 32.879194,  Lng: -83.335208),  Route carried "on" structure: Spur State highway 18,  Year Built: 1936,  Year Reconstructed: 1937,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,930 (year 2012),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,395 (year 2032),  Design Load: H 15,  Features Intersected: FRAZIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000
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Structure Number: 3190028,  Location: 4 MI S OF GORDON (Lat: 32.837689,  Lng: -83.360008),  Route carried "on" structure: County highway 683,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 340 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2032),  Design Load: H 15,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: KAOLIN 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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000
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Structure Number: 3190029,  Location: 3.1 MI S OF GORDON (Lat: 32.843158,  Lng: -83.355678),  Route carried "on" structure: County highway 683,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 340 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2032),  Design Load: H 15,  Features Intersected: CLEAR CREEK TRIB,  Facility Carried by Structure: KAOLIN 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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000
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Structure Number: 319003,  Location: EASTSIDE OF GORDON (Lat: 32.877869,  Lng: -83.320028),  Route carried "on" structure: County highway 1468,  Year Built: 1959,  Status: Posted for load,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 960 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,440 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE COMMISSIONER CR,  Facility Carried by Structure: OWENS SHEPARD 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: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.7m (35.1ft),  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: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.9 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 44.14m (144.82ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: May 2018,  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: 3190041,  Location: CITY OF GORDON (Lat: 32.875306,  Lng: -83.340639),  Route carried "on" structure: State highway 18,  Year Built: 1989,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,050 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,075 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LITTLE COMMISSIONERS CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $336,000
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Structure Number: 3195004,  Location: 1.9 MI W OF GORDON (Lat: 32.895778,  Lng: -83.370769),  Route carried "on" structure: County highway 42,  Year Built: 1960,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: HICKMAN CREEK,  Facility Carried by Structure: OLD GREY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000
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Structure Number: 3195039,  Location: 2.0 MILES NW OF GORDON (Lat: 32.887522,  Lng: -83.367464),  Route carried "on" structure: State highway 243,  Year Built: 2012,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 2,475 (year 2010),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,713 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITTLE COMMIS CRK/ NS RR,  Facility Carried by Structure: FALL LINE FWY(NBL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 319504,  Location: 2.0 MILES NW OF GORDON (Lat: 32.887672,  Lng: -83.367597),  Route carried "on" structure: State highway 243,  Year Built: 2012,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 2,475 (year 2010),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,713 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITTLE COMMIS CRK/ NS RR,  Facility Carried by Structure: FALL LINE FWY(SBL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3190004,  Location: CITY OF GORDON (Lat: 32.882589,  Lng: -83.342689),  Route carried "under" structure: City street 44,  Structure Length: 0. m,  Average Daily Traffic: 470 (year 2012),  Truck Traffic: 1%,  Features Intersected: SR 18,  Facility Carried by Structure: SR 18
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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