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


  • National Bridge Inventory (NBI) Statistics
  • 884Number of bridges
  • 10,799m35,430ftTotal length
  • $906,855,000Total costs
  • 44,033,542Total average daily traffic
  • 573,572Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Atlanta
  • No street view available for this location

New bridges - Historical Statistics

  • 121900-1909
  • 121910-1919
  • 371920-1929
  • 331930-1939
  • 151940-1949
  • 511950-1959
  • 1641960-1969
  • 761970-1979
  • 3681980-1989
  • 811990-1999
  • 272000-2009
  • 82010-2015

Reconstructed bridges - Historical Statistics

  • 41940-1949
  • 41950-1959
  • 31960-1969
  • 401970-1979
  • 191980-1989
  • 61990-1999
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 1210106,  Location: IN WEST ATLANTA (Lat: 33.691650,  Lng: -84.512000),  Route carried "on" structure: Ramp State highway 154,  Year Built: 1966,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 4,640 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,960 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.580,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210111,  Location: IN N ATLANTA (Lat: 33.821200,  Lng: -8.707389),  Route carried "on" structure: State highway 237,  Year Built: 1960,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 36,980 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,470 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PEACHTREE CREEK,  Facility Carried by Structure: PIEDMONT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.057,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.22m (43.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $1,822,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $2,733,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210114,  Location: IN N W ATLANTA (Lat: 33.794489,  Lng: -84.474300),  Route carried "on" structure: State highway 280,  Year Built: 1961,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 5,550 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,325 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PROCTOR CREEK,  Facility Carried by Structure: JAMES JACKSON PWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.511,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210115,  Location: IN N FULTON (Lat: 33.806039,  Lng: -84.475819),  Route carried "on" structure: State highway 280,  Year Built: 1961,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 5,550 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,325 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOUTHERN RAILROAD,  Facility Carried by Structure: JAMES JACKSON PWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  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: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210131,  Location: IN NORTH ALPHARETTA (Lat: 34.929544,  Lng: -84.249828),  Route carried "on" structure: US 19,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 90,900 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 136,350 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.523,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  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: October 14,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $340,000 ( Estimate for 2013)
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Structure Number: 1210133,  Location: 1.5 M NE OF HAPEVILLE (Lat: 33.706017,  Lng: -84.398597),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 131,270 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 196,905 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOUTH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.934,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13
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Structure Number: 1210134,  Location: IN S ATLANTA (Lat: 33.720317,  Lng: -84.403625),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 269,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 403,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOUTH RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.138,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 66.1m (216.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13
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Structure Number: 1210135,  Location: IN SOUTH ATLANTA (Lat: 33.716650,  Lng: -84.398200),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 269,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 403,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SOUTH RIVER TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.304,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 65.8m (215.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.1 metric tons,  Inventory Rating: 89.1 metric tons,  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 13,  Underwater Inspection Date: December 14
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Structure Number: 1210136,  Location: IN ATLANTA (Lat: 33.719619,  Lng: -84.396458),  Route carried "on" structure: Interstate 75,  Year Built: 1954,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 269,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 403,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.332,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 69.5m (228.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 69.3m (227.4ft),  Out-to-Out Width: 75.3m (247.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210137,  Location: IN ATLANTA (Lat: 33.722069,  Lng: -84.394658),  Route carried "on" structure: Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 283,540 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 425,310 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 54 UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.364,  Lanes on structure: 14,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 66.4m (217.8ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 62.5m (205.1ft),  Out-to-Out Width: 64.6m (211.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210147,  Location: IN ATLANTA (Lat: 33.799439,  Lng: -84.396369),  Route carried "on" structure: Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 203,940 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 305,910 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TANYARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.361,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 39 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: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $670,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,005,000 ( Estimate for 2013)
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Structure Number: 1210148,  Location: IN N ATLANTA (Lat: 33.819217,  Lng: -84.404267),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 203,940 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 305,910 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.450,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 58.6m (192.3ft),  Out-to-Out Width: 60.7m (199.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $2,350,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $3,524,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210149,  Location: IN N ATLANTA (Lat: 33.810228,  Lng: -84.437800),  Route carried "on" structure: Interstate 75,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 199,740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 299,610 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9205 COLLIER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.627,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 52.1m (170.9ft),  Out-to-Out Width: 53.9m (176.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $1,716,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,573,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up
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Structure Number: 121015,  Location: IN N ATLANTA (Lat: 33.824728,  Lng: -84.423708),  Route carried "on" structure: Interstate 75,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 199,740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 299,610 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PEACHTREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.796,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 54.6m (179.1ft),  Out-to-Out Width: 56.4m (185.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $3,630,000,  Roadway Improvement Cost: $363,000,  Total Project Cost: $5,445,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210151,  Location: IN N ATLANTA (Lat: 33.828775,  Lng: -84.425144),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 199,740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 299,610 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9209 WEST WESLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.844,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 51.8m (169.9ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $1,604,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $2,406,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210152,  Location: IN N ATLANTA (Lat: 33.848847,  Lng: -84.430897),  Route carried "on" structure: Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 182,620 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 273,930 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9208 W.PACES FERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.068,  Lanes on structure: 11,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 53.3m (174.9ft),  Out-to-Out Width: 55.2m (181.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $1,269,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,903,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210153,  Location: IN N ATLANTA (Lat: 33.853608,  Lng: -84.431358),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 182,620 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 273,930 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NANCY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.121,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 53.4m (175.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $3,232,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $4,848,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210155,  Location: IN N ATLANTA (Lat: 33.862908,  Lng: -84.437550),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 175,150 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 262,725 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 3 NORTHSIDE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.243,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 53.4m (175.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $3,730,000,  Roadway Improvement Cost: $373,000,  Total Project Cost: $5,594,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210157,  Location: IN N ATLANTA (Lat: 33.865033,  Lng: -84.439603),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 175,150 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 262,725 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9241 MT. PARAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.274,  Lanes on structure: 10,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 52.4m (171.9ft),  Out-to-Out Width: 53.4m (175.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $1,753,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,629,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210159,  Location: IN N ATLANTA (Lat: 33.875489,  Lng: -84.447650),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 31.08m (101.97ft),  Average Daily Traffic: 174,800 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 262,200 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CHATTAHOOCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.396,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.2m (190.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 57.9m (190.0ft),  Out-to-Out Width: 58.9m (193.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  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 13,  Underwater Inspection Date: October 14,  Bridge Improvement Cost: $14,854,000,  Roadway Improvement Cost: $1,485,000,  Total Project Cost: $22,282,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210164,  Location: IN W FULTON (Lat: 33.793000,  Lng: -84.537708),  Route carried "on" structure: Interstate 20,  Year Built: 1963,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 125,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 188,775 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.715,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 40.9m (134.2ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Bridge Improvement Cost: $1,535,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $2,302,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210166,  Location: IN W ATLANTA (Lat: 33.765453,  Lng: -84.510772),  Route carried "on" structure: Interstate 20,  Year Built: 1963,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 146,330 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 219,495 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 139 M.L.K. JR. DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.980,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 42.0m (137.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 13,  Bridge Improvement Cost: $1,807,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,711,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210167,  Location: IN W ATLANTA (Lat: 33.764789,  Lng: -84.493319),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 16.97m (55.68ft),  Average Daily Traffic: 146,330 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 219,495 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285- I-285 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.133,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $4,550,000,  Roadway Improvement Cost: $455,000,  Total Project Cost: $6,826,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210168,  Location: IN W ATLANTA (Lat: 33.762078,  Lng: -84.488900),  Route carried "on" structure: Interstate 20,  Year Built: 1966,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 115,210 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 172,815 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RMP I-20W TO I-285 CCBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.189,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $955,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,432,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 121017,  Location: IN WEST ATLANTA (Lat: 33.756908,  Lng: -84.489000),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 130,410 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 195,615 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SR 280 H.E.HOLMES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.387,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.2m (154.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 47.3m (155.2ft),  Out-to-Out Width: 49.1m (161.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 15,  Bridge Improvement Cost: $2,636,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $3,953,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210171,  Location: IN CITY OF ATLANTA (Lat: 33.754728,  Lng: -84.466128),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 121,020 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 181,530 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD- MARTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.418,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Bridge Improvement Cost: $3,121,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $4,682,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210172,  Location: IN W ATLANTA (Lat: 33.753153,  Lng: -84.463050),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 121,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 182,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CS 961 FAIRFIELD PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.458,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $1,411,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,117,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210173,  Location: IN W ATLNTA (Lat: 33.763000,  Lng: -84.446108),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 121,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 182,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9135 ANDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.621,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $1,545,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $2,318,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210174,  Location: IN W ATLANTA (Lat: 33.757300,  Lng: -84.444578),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 13.71m (44.98ft),  Average Daily Traffic: 125,120 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 187,680 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MLK DR & WEST LAKE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.630,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $4,635,000,  Roadway Improvement Cost: $464,000,  Total Project Cost: $6,953,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210175,  Location: IN W ATLANTA (Lat: 33.746519,  Lng: -84.430639),  Route carried "on" structure: Interstate 20,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 125,120 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 187,680 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9131 LANGHORN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.777,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.48m (50.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $3,059,000,  Roadway Improvement Cost: $306,000,  Total Project Cost: $4,589,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210176,  Location: IN W ATLANTA (Lat: 33.743106,  Lng: -84.423331),  Route carried "on" structure: Interstate 20,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 136,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 205,275 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9130 LAWTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.855,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $1,679,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $2,519,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210177,  Location: IN W ATLANTA (Lat: 33.742228,  Lng: -84.421700),  Route carried "on" structure: Interstate 20,  Year Built: 1963,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 136,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 205,275 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CS 1575 LUCILE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.868,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.17m (49.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $3,262,000,  Roadway Improvement Cost: $326,000,  Total Project Cost: $4,893,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210178,  Location: IN W ATLANTA (Lat: 33.741469,  Lng: -84.426600),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 143,320 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 214,980 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: Joseph E. Lowery BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.910,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $1,792,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $2,689,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210179,  Location: IN W ATLANTA (Lat: 33.741133,  Lng: -84.411414),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 136,850 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 205,275 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 14- M-9124- NS RR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.966,  Lanes on structure: 12,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 51.1m (167.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $5,286,000,  Roadway Improvement Cost: $529,000,  Total Project Cost: $7,930,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 121018,  Location: IN ATLANTA (Lat: 33.741158,  Lng: -84.407728),  Route carried "on" structure: Interstate 20,  Year Built: 1963,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 27.21m (89.27ft),  Average Daily Traffic: 164,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 246,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 3- NOR SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.999,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.3m (174.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 9,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 55.9m (183.4ft),  Out-to-Out Width: 57.6m (189.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: August 13,  Bridge Improvement Cost: $13,005,000,  Roadway Improvement Cost: $1,300,000,  Total Project Cost: $19,507,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1210181,  Location: IN ATLANTA (Lat: 33.822878,  Lng: -84.357900),  Route carried "on" structure: Interstate 20,  Year Built: 1962,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 142,590 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 213,885 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9160 WINDSOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.103,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 58.1m (190.6ft),  Out-to-Out Width: 60.0m (196.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $2,760,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $4,140,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210188,  Location: IN W ATLANTA (Lat: 33.760628,  Lng: -84.492808),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1965,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 12,590 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,885 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 CBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.180,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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 13,  Bridge Improvement Cost: $736,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,104,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210189,  Location: IN W ATLANTA (Lat: 33.760789,  Lng: -84.493250),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1979,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 4,640 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,960 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285 (SR 407)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.183,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 54.5m (178.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $1,566,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,349,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210196,  Location: 1.5 MI E OF UNION CITY (Lat: 33.578819,  Lng: -84.520544),  Route carried "on" structure: Interstate 85,  Year Built: 1964,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 128,080 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 192,120 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BRANCH MORNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.500,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 32.4 metric tons,  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 13
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Structure Number: 1210198,  Location: IN S ATLANTA (Lat: 33.681319,  Lng: -84.411567),  Route carried "on" structure: Interstate 85,  Year Built: 1963,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 125,730 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 188,595 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9082 CLEVELAND AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.172,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12102,  Location: IN S ATLANTA (Lat: 33.691983,  Lng: -84.407894),  Route carried "on" structure: Interstate 85,  Year Built: 1963,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 92,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 138,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 3 METROPOLITAIN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.212,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1210205,  Location: IN S ATLANTA (Lat: 33.688669,  Lng: -84.410800),  Route carried "on" structure: Interstate 85,  Year Built: 1986,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 92,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 138,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RAMP FR. RD. TO I-75 SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.302,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  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: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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