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

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Structure Number: 1210456,  Location: .6 MI N OF MT PARAN ROAD (Lat: 33.901839,  Lng: -84.396758),  Route carried "on" structure: County highway 9249,  Year Built: 1927,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,740 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,610 (year 2031),  Features Intersected: LONG ISLAND CREEK,  Facility Carried by Structure: LONG ISLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 41.48m (136.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1210457,  Location: 2 MI W OF JCT US 19 (Lat: 33.943658,  Lng: -84.405058),  Route carried "on" structure: County highway 655,  Year Built: 1969,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 39,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 59,880 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CHATTAHOOCHEE RIVER,  Facility Carried by Structure: JOHNSON FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $2,367,000,  Roadway Improvement Cost: $237,000,  Total Project Cost: $3,551,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210458,  Location: 2.2 MI E OF JCT SR 9 (Lat: 33.886000,  Lng: -84.359469),  Route carried "on" structure: County highway 9254,  Year Built: 1929,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 9,220 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,830 (year 2031),  Features Intersected: NANCY CREEK,  Facility Carried by Structure: WINDSOR PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 42.06m (137.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1210472,  Location: FULTON-GWINNETT CO LINE (Lat: 33.973558,  Lng: -84.262758),  Route carried "on" structure: State highway 140,  Year Built: 1960,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 46,630 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 69,945 (year 2032),  Design Load: H 15,  Features Intersected: CHATTAHOOCHEE RIVER,  Facility Carried by Structure: HOLCOMB BR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $1,799,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $2,699,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1210476,  Location: 4.3 MI N OF I-285 (Lat: 33.970169,  Lng: -84.347889),  Route carried "on" structure: City street 9387,  Year Built: 1968,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 13,694 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,541 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 400 (US 19),  Facility Carried by Structure: PITTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2020,  Bridge Improvement Cost: $922,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,383,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210477,  Location: IN N ATLANTA (Lat: 33.915969,  Lng: -84.414197),  Route carried "on" structure: County highway 288,  Year Built: 1962,  Status: Open,  Structure Length: 7.56m (24.80ft),  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-285 (SR 407),  Facility Carried by Structure: RAIDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.99m (45.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $969,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,453,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210592,  Location: 0.3 MI W DEKALB CO LINE (Lat: 33.915939,  Lng: -84.351386),  Route carried "on" structure: City street 9219,  Year Built: 1976,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 26,850 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,275 (year 2031),  Design Load: HS 20,  Features Intersected: NANCY CREEK TRIB,  Facility Carried by Structure: P'TREE-DUNWOODY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $261,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $392,000

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Structure Number: 1210593,  Location: 0.4 MI W DEKALB CO LINE (Lat: 33.919019,  Lng: -84.354478),  Route carried "on" structure: City street 9255,  Year Built: 1976,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 24,570 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,855 (year 2031),  Design Load: HS 20,  Features Intersected: NANCY CREEK TRIB,  Facility Carried by Structure: HAMMOND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $291,000

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Structure Number: 1210625,  Location: IN N FULTON (Lat: 33.908378,  Lng: -84.429778),  Route carried "on" structure: City street 9016,  Year Built: 1986,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 10,550 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,825 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: NEW N'SIDE DR NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,497,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,245,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1210743,  Location: IN N ATLANTA (Lat: 33.857458,  Lng: -84.369289),  Route carried "on" structure: State highway 400,  Year Built: 1992,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 113,780 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 170,670 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9245 OLD IVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,087,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,630,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210749,  Location: IN N FULTON (Lat: 33.903078,  Lng: -84.359436),  Route carried "on" structure: City street 9252,  Year Built: 1993,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 24,120 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,180 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 400 + 2 SR 400 RAMPS,  Facility Carried by Structure: GLENRIDGE PWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2021,  Bridge Improvement Cost: $4,304,000,  Roadway Improvement Cost: $430,000,  Total Project Cost: $6,455,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210752,  Location: IN N FULTON (Lat: 33.884700,  Lng: -84.364908),  Route carried "on" structure: City street 9254,  Year Built: 1993,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 9,060 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,590 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 400,  Facility Carried by Structure: WINDSOR PARKWAY
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: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,090,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,635,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210753,  Location: IN N FULTON (Lat: 33.894950,  Lng: -84.364078),  Route carried "on" structure: City street 9256,  Year Built: 1993,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 3,030 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,545 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 400,  Facility Carried by Structure: NORTHLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,196,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,793,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1210754,  Location: IN N FULTON (Lat: 33.907339,  Lng: -84.357489),  Route carried "on" structure: City street 9258,  Year Built: 1993,  Status: Open,  Structure Length: 15.06m (49.41ft),  Average Daily Traffic: 18,840 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,260 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 400 + 2 SR 400 RAMPS,  Facility Carried by Structure: JOHNSON FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.3 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,036,000,  Roadway Improvement Cost: $404,000,  Total Project Cost: $6,054,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1215034,  Location: 6 MI S OF ROSWELL (Lat: 33.947539,  Lng: -84.387258),  Route carried "on" structure: County highway 219,  Year Built: 1940,  Year Reconstructed: 1966,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,410 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,115 (year 2031),  Design Load: H 15,  Features Intersected: MARSH CREEK,  Facility Carried by Structure: BRANDON MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 41.15m (135.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1215035,  Location: 6 MI S OF ROSWELL (Lat: 33.940358,  Lng: -84.366608),  Route carried "on" structure: County highway 255,  Year Built: 1968,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 3,560 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,340 (year 2031),  Design Load: H 15,  Features Intersected: MARSH CREEK,  Facility Carried by Structure: GLENRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 42.06m (137.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1215036,  Location: 8 MI S OF ROSWELL (Lat: 33.905997,  Lng: -84.387208),  Route carried "on" structure: County highway 299,  Year Built: 1935,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,890 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,335 (year 2031),  Features Intersected: LONG ISLAND CREEK,  Facility Carried by Structure: LAKE FOREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.9 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1215093,  Location: 5.4 MI S OF ROSWELL (Lat: 33.929928,  Lng: -84.405289),  Route carried "on" structure: County highway 719,  Year Built: 1961,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,940 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,910 (year 2031),  Design Load: H 15,  Features Intersected: CHATTAHOOCHEE RIVER TRIB,  Facility Carried by Structure: TANACREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 1215176,  Location: 1 MI SE I285 AND THE CHAT (Lat: 33.890500,  Lng: -84.418508),  Route carried "on" structure: County highway 331,  Year Built: 1946,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,330 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,995 (year 2031),  Features Intersected: LONG ISLAND CREEK,  Facility Carried by Structure: JETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 23.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 41.24m (135.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1215187,  Location: JUST W OF I-285-SR 9 INT. (Lat: 33.908108,  Lng: -84.383239),  Route carried "on" structure: County highway 1865,  Year Built: 1966,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: LONG ISLAND CREEK,  Facility Carried by Structure: KINGSPORT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.98m (141.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $527,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1215217,  Location: 6 MI S OF ALPHARETTA (Lat: 33.972108,  Lng: -84.279550),  Route carried "on" structure: County highway 2836,  Year Built: 1984,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,940 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,910 (year 2031),  Design Load: HS 20,  Features Intersected: CHATTAHOOCHEE RIVER TRIB,  Facility Carried by Structure: COLES WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1215289,  Location: 6 MI S OF ROSWELL (Lat: 33.943697,  Lng: -84.361958),  Route carried "on" structure: County highway 256,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,430 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,145 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MARSH CREEK,  Facility Carried by Structure: GLENLAKE PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $157,000

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Structure Number: 1215309,  Location: 5.15 MI S OF ROSWELL (Lat: 33.944044,  Lng: -84.357875),  Route carried "on" structure: US 19,  Year Built: 2002,  Status: Open,  Structure Length: 33.92m (111.29ft),  Average Daily Traffic: 187,630 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 281,445 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 400 (US 19)-MARTA,  Facility Carried by Structure: 400 RAMP TO MARTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,349,000,  Roadway Improvement Cost: $435,000,  Total Project Cost: $6,523,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1215329,  Location: 4 MI N JCT OF P'TREE ST. (Lat: 33.888378,  Lng: -84.353419),  Route carried "on" structure: City street 2066,  Year Built: 2010,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 14,290 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,435 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NANCY CREEK,  Facility Carried by Structure: P'TREE-DUNWOODY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121534,  Location: COBB-FULTON CO LINE (Lat: 33.817450,  Lng: -84.480247),  Route carried "on" structure: State highway 280,  Year Built: 2010,  Status: Open,  Structure Length: 23.23m (76.21ft),  Average Daily Traffic: 11,480 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,220 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CHATT. RIVER - NS RR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.6 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,  Deck Geometry: Superior to present desirable 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $4,601,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $6,902,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1215348,  Location: 0.7 MILES NORTH OF I-285 (Lat: 33.918986,  Lng: -84.357847),  Route carried "on" structure: City street 262,  Year Built: 2011,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 34,050 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,500 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 400 (US 19),  Facility Carried by Structure: HAMMOND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,206,000,  Roadway Improvement Cost: $421,000,  Total Project Cost: $6,308,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1215363,  Location: 5.2 MI N OF I-285 (Lat: 33.982197,  Lng: -84.341031),  Route carried "on" structure: City street 9260,  Year Built: 2015,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 31,025 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,250 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: SR 400 (US 19),  Facility Carried by Structure: NORTH RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.52m (37.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $27,972,000,  Roadway Improvement Cost: $2,797,000,  Total Project Cost: $41,958,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1215402,  Location: IN S. SANDY SPRINGS (Lat: 33.910897,  Lng: -84.361800),  Route carried "on" structure: Interstate 285,  Year Built: 2020,  Status: Not yet open,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 20,370 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,180 (year 2039),  Design Load: HL 93,  Features Intersected: GLENRIDGE DRIVE
Minimum Vertical Clearance: 7.08m (23.23ft),  Kilometerpoint: 41.553,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1215403,  Location: IN S. SANDY SPRINGS (Lat: 33.910800,  Lng: -84.361900),  Route carried "on" structure: Interstate 285,  Year Built: 2020,  Status: Not yet open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 27,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,600 (year 2039),  Design Load: HL 93,  Features Intersected: GLENRIDGE DRIVE
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 41.537,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1215404,  Location: IN S. SANDY SPRINGS (Lat: 33.912300,  Lng: -84.354100),  Route carried "on" structure: Interstate 285,  Year Built: 2021,  Status: Not yet open,  Structure Length: 36.24m (118.90ft),  Average Daily Traffic: 13,080 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,610 (year 2039),  Design Load: HL 93,  Features Intersected: GA400RAMP/PTREE DNWDY RD
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 42.149,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.49m (142.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $105,598,000,  Roadway Improvement Cost: $10,560,000,  Total Project Cost: $158,397,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1215405,  Location: IN S. SANDY SPRINGS (Lat: 33.912817,  Lng: -84.352669),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 2021,  Status: Not yet open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 13,860 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,750 (year 2039),  Design Load: HL 93,  Features Intersected: P'TREE DUNWOODY RD
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 42.374,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.5m (126.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1215406,  Location: IN S. SANDY SPRINGS (Lat: 33.911297,  Lng: -84.356681),  Route carried "on" structure: Interstate 285,  Year Built: 2021,  Status: Not yet open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 13,080 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,610 (year 2039),  Design Load: HL 93,  Features Intersected: GA 400
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 41.972,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1215407,  Location: IN S. SANDY SPRINGS (Lat: 33.911200,  Lng: -84.359681),  Route carried "on" structure: Interstate 285,  Year Built: 2021,  Status: Not yet open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 20,370 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,180 (year 2039),  Design Load: HL 93,  Features Intersected: 400SB TO 285 WB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 41.730,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1215408,  Location: IN S. SANDY SPRINGS (Lat: 33.912214,  Lng: -84.356781),  Route carried "on" structure: Interstate 285,  Year Built: 2021,  Status: Not yet open,  Structure Length: 7.82m (25.66ft),  Average Daily Traffic: 20,370 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,180 (year 2039),  Design Load: HL 93,  Features Intersected: GA 400
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 42.004,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 121541,  Location: IN S. SANDY SPRINGS (Lat: 33.909817,  Lng: -84.361697),  Route carried "on" structure: Interstate 285,  Year Built: 2021,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 34,290 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 42,170 (year 2039),  Design Load: HL 93,  Features Intersected: GLENRIDGE DRIVE
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 41.843,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $12,136,000,  Roadway Improvement Cost: $1,214,000,  Total Project Cost: $18,204,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1215411,  Location: IN S. SANDY SPRINGS (Lat: 33.914328,  Lng: -84.348397),  Route carried "on" structure: Ramp Interstate 285,  Year Built: 2021,  Status: Not yet open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 13,080 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,610 (year 2039),  Design Load: HL 93,  Features Intersected: NANCY CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.452,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $10,064,000,  Roadway Improvement Cost: $1,006,000,  Total Project Cost: $15,096,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 670108,  Location: 6.9 MI SE OF MARIETTA (Lat: 33.899778,  Lng: -84.446869),  Route carried "under" structure: City street 9022,  Structure Length: 0. m,  Average Daily Traffic: 40,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-285,  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Length of Maximum Span: 0.0m

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Structure Number: 1210031,  Location: IN S. SANDY SPRINGS (Lat: 33.912250,  Lng: -84.379078),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 251,600 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 9 (US 19) ROSWELL RD.,  Facility Carried by Structure: ROSWELL ROAD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 40.234,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 1210119,  Location: JCT I-285 & SR 400 (Lat: 33.909750,  Lng: -84.357419),  Route carried "under" structure: Ramp Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: SR 400 SBL (US 19),  Facility Carried by Structure: US 19 SBL, SR 400
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 41.843,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 121012,  Location: JCT I-285 & SR 400 (Lat: 33.911439,  Lng: -84.357503),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 181,300 (year 2011),  Truck Traffic: 1%,  Features Intersected: SR 400 SBL (US 19),  Facility Carried by Structure: US 19 SBL, SR 400
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 41.843,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1210121,  Location: 5.9 MI S OF ROSWELL (Lat: 33.933369,  Lng: -84.357817),  Route carried "under" structure: City street 9250,  Structure Length: 0. m,  Average Daily Traffic: 58,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 400 (US 19),  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 4.828,  Lanes on structure: 9,  Length of Maximum Span: 0.0m

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Structure Number: 1210123,  Location: 3.6 MI S OF ROSWELL (Lat: 34.003822,  Lng: -84.336114),  Route carried "under" structure: County highway 139,  Structure Length: 0. m,  Average Daily Traffic: 1,820 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 400 (US 19),  Facility Carried by Structure: US 19
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 3.219,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 1210244,  Location: IN N FULTON COUNTY (Lat: 33.913217,  Lng: -84.392514),  Route carried "under" structure: City street 9249,  Structure Length: 0. m,  Average Daily Traffic: 11,370 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 3.219,  Lanes on structure: 10,  Length of Maximum Span: 0.0m

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Structure Number: 1210245,  Location: IN N FULTON COUNTY (Lat: 33.912531,  Lng: -84.387119),  Route carried "under" structure: County highway 299,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-285 (SR 407),  Facility Carried by Structure: I-285
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 6.437,  Lanes on structure: 10,  Length of Maximum Span: 0.0m