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


  • National Bridge Inventory (NBI) Statistics
  • 18Number of bridges
  • 184ft / 55.7mTotal length
  • $8,800,000Total costs
  • 528,420Total average daily traffic
  • 46,528Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Conley
  • No street view available for this location

New bridges in Conley, GA - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 21960-1969
  • 81980-1989
  • 12000-2009
Average Bridge Daily Traffic in Conley, GA
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 33.3%Very good
  • 44.4%Good
  • 11.1%Satisfactory
  • 11.1%Imminent failure
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 77.8%Good
  • 11.1%Poor
  • 11.1%Imminent failure
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Very good
  • 40.0%Good
  • 20.0%Satisfactory
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Structure Number: 630011,  Location: 0.20 MI S DEKALB CO LN (Lat: 33.645978,  Lng: -84.327414),  Route carried "on" structure: US 23,  Year Built: 1950,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 14,530 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,795 (year 2032),  Design Load: H 15,  Features Intersected: CONLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.2 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 630109,  Location: 0.5 MI S OF DEKALB CO LIN (Lat: 33.643519,  Lng: -84.314419),  Route carried "on" structure: County highway 1571,  Year Built: 1984,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-675 (SR 413),  Facility Carried by Structure: GRANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 630133,  Location: @ DEKALB CO LINE (Lat: 33.647108,  Lng: -84.317789),  Route carried "on" structure: Interstate 675,  Year Built: 1984,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 71,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 107,805 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CONLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021
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Structure Number: 635004,  Location: @ DEKALB CO LINE (Lat: 33.647319,  Lng: -84.323608),  Route carried "on" structure: County highway 126,  Year Built: 1962,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: CONLEY CREEK,  Facility Carried by Structure: EAST CONLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Operating Rating: 7.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  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: > 39.9% below),  Length Of Structure Improvement: 42.09m (138.09ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $241,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 635006,  Location: 1 MI W OF FOREST PARK (Lat: 33.643747,  Lng: -84.340958),  Route carried "on" structure: County highway 178,  Year Built: 1980,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CONLEY CREEK,  Facility Carried by Structure: CONLEY 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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
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Structure Number: 635054,  Location: 0.1 MI E OF FOREST PARK (Lat: 33.627919,  Lng: -84.342978),  Route carried "on" structure: County highway 159,  Year Built: 2003,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CONLEY CREEK,  Facility Carried by Structure: WATTS 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),  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: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021
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Structure Number: 890268,  Location: 7 MI S OF DECATUR (Lat: 33.657869,  Lng: -84.325239),  Route carried "on" structure: County highway 9091,  Year Built: 1984,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 4,720 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,080 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-675 (SR 413),  Facility Carried by Structure: CEDAR GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: $1,157,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,735,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890286,  Location: 9 MI S OF DECATUR (Lat: 33.650308,  Lng: -84.321028),  Route carried "on" structure: Interstate 675,  Year Built: 1984,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 74,810 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 112,215 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CR 139 EAST CONLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 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: 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: March 2020,  Bridge Improvement Cost: $935,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,402,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890287,  Location: 9 MI S OF DECATUR (Lat: 33.650108,  Lng: -84.321319),  Route carried "on" structure: Interstate 675,  Year Built: 1984,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 74,810 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 112,215 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CR 139 EAST CONLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 35.3 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $935,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,402,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890288,  Location: 6 MI S OF DECATUR (Lat: 33.667117,  Lng: -84.325167),  Route carried "on" structure: Interstate 675,  Year Built: 1984,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 74,810 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 112,215 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CR 142 HENRICO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2020,  Bridge Improvement Cost: $935,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,402,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 890289,  Location: 6 MI S OF DECATUR (Lat: 33.666967,  Lng: -84.325681),  Route carried "on" structure: Interstate 675,  Year Built: 1984,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 74,810 (year 2011),  Truck Traffic: 13%,  Average Future Daily Traffic: 112,215 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CR 142 HENRICO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.2 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: 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: March 2020,  Bridge Improvement Cost: $1,347,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,020,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 895082,  Location: 8 MI S OF DECATUR (Lat: 33.657619,  Lng: -84.331528),  Route carried "on" structure: City street 9091,  Year Built: 1965,  Status: Closed,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 9,560 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,340 (year 2031),  Design Load: H 15,  Features Intersected: NS RAILROAD,  Facility Carried by Structure: CEDAR GROVE 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: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Imminent failure,  Substructure: Imminent failure,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 9.51m (31.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $399,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $598,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 630109,  Location: 0.5 MI S OF DEKALB CO LIN (Lat: 33.643519,  Lng: -84.314419),  Route carried "under" structure: Interstate 675,  Structure Length: 0. m,  Average Daily Traffic: 53,400 (year 1999),  Truck Traffic: 11%,  Features Intersected: CR 1571 GRANT ROAD,  Facility Carried by Structure: GRANT ROAD
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 12.875,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890268,  Location: 7 MI S OF DECATUR (Lat: 33.657869,  Lng: -84.325239),  Route carried "under" structure: Interstate 675,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9091 CEDAR GROVE ROAD,  Facility Carried by Structure: CEDAR GROVE ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890286,  Location: 9 MI S OF DECATUR (Lat: 33.650308,  Lng: -84.321028),  Route carried "under" structure: County highway 139,  Structure Length: 0. m,  Average Daily Traffic: 1,720 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-675 NBL (SR 413),  Facility Carried by Structure: I-675 NBL
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 890287,  Location: 9 MI S OF DECATUR (Lat: 33.650108,  Lng: -84.321319),  Route carried "under" structure: County highway 139,  Structure Length: 0. m,  Average Daily Traffic: 1,720 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-675 SBL (SR 413),  Facility Carried by Structure: I-675 SBL
Minimum Vertical Clearance: 6.42m (21.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 890288,  Location: 6 MI S OF DECATUR (Lat: 33.667117,  Lng: -84.325167),  Route carried "under" structure: County highway 142,  Structure Length: 0. m,  Average Daily Traffic: 1,720 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-675 NBL (SR 413),  Facility Carried by Structure: I-675 NBL
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 890289,  Location: 6 MI S OF DECATUR (Lat: 33.666967,  Lng: -84.325681),  Route carried "under" structure: County highway 142,  Structure Length: 0. m,  Average Daily Traffic: 1,720 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-675 SBL (SR 413),  Facility Carried by Structure: I-675 SBL
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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