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


  • National Bridge Inventory (NBI) Statistics
  • 39Number of bridges
  • 302ft / 92.2mTotal length
  • $8,294,000Total costs
  • 1,798,395Total average daily traffic
  • 21,739Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Hapeville
  • No street view available for this location

New bridges in Hapeville, GA - historical statistics
  • New bridges - historical statistics
  • 51960-1969
  • 11970-1979
  • 101980-1989
Average Bridge Daily Traffic in Hapeville, GA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 83.3%Good
  • 16.7%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 41.7%Very good
  • 50.0%Good
  • 8.3%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Very good
  • 60.0%Good
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 75.0%Good
  • 25.0%Satisfactory
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Structure Number: 630111,  Location: 0.1 MI E OF ATL AIRPORT (Lat: 33.642517,  Lng: -84.401047),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 13,440 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,160 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.633,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  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: May 2021
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Structure Number: 630112,  Location: 0.1 MI E OF ATL AIRPORT (Lat: 33.642789,  Lng: -84.401447),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 4.18m (13.71ft),  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-75 RAMP TO I-285 WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.633,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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
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Structure Number: 630113,  Location: 0.1 MI E OF ATL AIRPORT (Lat: 33.643844,  Lng: -84.400144),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 5,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,845 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 RAMP TO I-285 WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.633,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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
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Structure Number: 630114,  Location: 0.1 MI E OF ATL AIRPORT (Lat: 33.643311,  Lng: -84.400872),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,910 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,365 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.633,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  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: May 2021
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Structure Number: 630116,  Location: 0.11 MI E OF ATL AIRPORT (Lat: 33.640542,  Lng: -84.399883),  Route carried "on" structure: County highway 1516,  Year Built: 1984,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 24,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 (NBL) & CR 1511,  Facility Carried by Structure: CHARLES W GRANT PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 630117,  Location: 0.1 MI E OF ATL AIRPORT (Lat: 33.640794,  Lng: -84.400611),  Route carried "on" structure: County highway 1516,  Year Built: 1984,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 24,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SBL) & I-75 RAMP,  Facility Carried by Structure: CHARLES W GRANT PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Very 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 630118,  Location: 0.08 MI E OF ATL AIRPORT (Lat: 33.641053,  Lng: -84.402400),  Route carried "on" structure: County highway 1516,  Year Built: 1984,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 24,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75 RAMP TO I-285,  Facility Carried by Structure: AVIATION BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 635034,  Location: 0.1 MI E OF ATL AIRPORT (Lat: 33.641008,  Lng: -84.401119),  Route carried "on" structure: County highway 1516,  Year Built: 1984,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 24,420 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,630 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MUD CREEK,  Facility Carried by Structure: AVIATON BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: May 2021
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Structure Number: 121021,  Location: IN N ATLANTA (Lat: 33.818669,  Lng: -84.360939),  Route carried "on" structure: State highway 13,  Year Built: 1984,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 71,520 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 107,280 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PEACHTREE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 35.0m (114.8ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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,  Waterway Adequacy: 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: $1,826,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $2,739,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210214,  Location: IN COLLEGE PARK (Lat: 33.661889,  Lng: -84.426889),  Route carried "on" structure: Spur Interstate 85,  Year Built: 1963,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 2,450 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,675 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.092,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1210372,  Location: IN COLLEGE PARK (Lat: 33.663889,  Lng: -84.421989),  Route carried "on" structure: City street 9080,  Year Built: 1963,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 4,160 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,240 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: WILLINGHAM 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: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1210381,  Location: IN HAPEVILLE (Lat: 33.658969,  Lng: -84.426850),  Route carried "on" structure: City street 9095,  Year Built: 1960,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,540 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,310 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85 SPUR,  Facility Carried by Structure: VIRGINIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  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: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.3 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210471,  Location: IN HAPEVILLE (Lat: 33.672058,  Lng: -84.414569),  Route carried "on" structure: City street 8041,  Year Built: 1963,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: COFIELD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  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: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 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: 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 2021,  Bridge Improvement Cost: $871,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,307,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1210561,  Location: 1 M E OF HAPEVILLE (Lat: 33.652378,  Lng: -84.396239),  Route carried "on" structure: City street 9079,  Year Built: 1984,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 5,770 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,655 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-75, NBCD, SBCD,  Facility Carried by Structure: PORSCHE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1210671,  Location: IN COLLEGE PARK (Lat: 33.663189,  Lng: -84.423969),  Route carried "on" structure: Interstate 85,  Year Built: 1963,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 129,040 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 193,560 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FLINT RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.092,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020
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Structure Number: 121527,  Location: IN ATLANTA (Lat: 33.754619,  Lng: -84.392069),  Route carried "on" structure: City street 2038,  Year Built: 1979,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 12,880 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,320 (year 2031),  Design Load: HS 20,  Features Intersected: CSX RR & PARKING LOT,  Facility Carried by Structure: FORSYTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,832,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $4,248,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 630112,  Location: 0.1 MI E OF ATL AIRPORT (Lat: 33.642789,  Lng: -84.401447),  Route carried "under" structure: Ramp Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2009),  Truck Traffic: 10%,  Features Intersected: I-75 RAMP TO CR 1516
Minimum Vertical Clearance: 6.24m (20.47ft),  Kilometerpoint: 384.633,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 630113,  Location: 0.1 MI E OF ATL AIRPORT (Lat: 33.643844,  Lng: -84.400144),  Route carried "under" structure: Ramp Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 1,640 (year 2009),  Truck Traffic: 10%,  Features Intersected: I-75 RAMP TO I-75 SB CD
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 384.633,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 630116,  Location: 0.11 MI E OF ATL AIRPORT (Lat: 33.640542,  Lng: -84.399883),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 41,225 (year 2010),  Truck Traffic: 10%,  Features Intersected: CR 1516,  Facility Carried by Structure: CHARLES W GRANT PK
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 384.633,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 630116,  Location: 0.11 MI E OF ATL AIRPORT (Lat: 33.640542,  Lng: -84.399883),  Route carried "under" structure: County highway 1511,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 1516,  Facility Carried by Structure: CHARLES W GRANT PK
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 630117,  Location: 0.1 MI E OF ATL AIRPORT (Lat: 33.640794,  Lng: -84.400611),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 117,800 (year 2010),  Truck Traffic: 1%,  Features Intersected: CR 1516,  Facility Carried by Structure: CHARLES W GRANT PK
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 384.633,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 630117,  Location: 0.1 MI E OF ATL AIRPORT (Lat: 33.640794,  Lng: -84.400611),  Route carried "under" structure: Ramp Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 1516,  Facility Carried by Structure: CHARLES W GRANT PK
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 384.633,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 630118,  Location: 0.08 MI E OF ATL AIRPORT (Lat: 33.641053,  Lng: -84.402400),  Route carried "under" structure: Ramp Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2010),  Truck Traffic: 1%,  Features Intersected: CR 1516,  Facility Carried by Structure: AVIATION BOULEVARD
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 384.633,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 1210001,  Location: 0.4 MI N CLAYTON CO LINE (Lat: 33.652858,  Lng: -84.395939),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 164,500 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 3 (US 19) CENTRAL AVE,  Facility Carried by Structure: CENTRAL AVE. US 19
Minimum Vertical Clearance: 6.75m (22.15ft),  Kilometerpoint: 386.243,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 1210001,  Location: 0.4 MI N CLAYTON CO LINE (Lat: 33.652858,  Lng: -84.395939),  Route carried "under" structure: Ramp Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 1995),  Truck Traffic: 1%,  Features Intersected: SR 3 (US 19) CENTRAL AVE,  Facility Carried by Structure: CENTRAL AVE. US 19
Minimum Vertical Clearance: 7.23m (23.72ft),  Kilometerpoint: 386.243,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 1210001,  Location: 0.4 MI N CLAYTON CO LINE (Lat: 33.652858,  Lng: -84.395939),  Route carried "under" structure: Ramp Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 1995),  Truck Traffic: 1%,  Features Intersected: SR 3 (US 19) CENTRAL AVE,  Facility Carried by Structure: CENTRAL AVE. US 19
Minimum Vertical Clearance: 6.70m (21.98ft),  Kilometerpoint: 386.243,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 1210214,  Location: IN COLLEGE PARK (Lat: 33.661889,  Lng: -84.426889),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 126,400 (year 2010),  Truck Traffic: 1%,  Features Intersected: I-85 SPUR AIRPORT CONN.
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 119.092,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 121037,  Location: IN HAPEVILLE (Lat: 33.664417,  Lng: -84.420486),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 126,400 (year 2010),  Truck Traffic: 1%,  Features Intersected: M-9079 CENTRAL AVENUE,  Facility Carried by Structure: CENTRAL AVE.
Minimum Vertical Clearance: 6.85m (22.47ft),  Kilometerpoint: 119.092,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1210372,  Location: IN COLLEGE PARK (Lat: 33.663889,  Lng: -84.421989),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 126,400 (year 2010),  Truck Traffic: 1%,  Features Intersected: M-9080 WILLINGHAM DRIVE,  Facility Carried by Structure: WILLINGHAM DRIVE
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 119.092,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1210381,  Location: IN HAPEVILLE (Lat: 33.658969,  Lng: -84.426850),  Route carried "under" structure: Spur Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9095 VIRGINIA AVE.,  Facility Carried by Structure: VIRGINIA AVE.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 119.092,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1210471,  Location: IN HAPEVILLE (Lat: 33.672058,  Lng: -84.414569),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 132,800 (year 2010),  Truck Traffic: 1%,  Features Intersected: CS 8041 COFIELD DRIVE,  Facility Carried by Structure: COFIELD DRIVE
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 120.701,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1210479,  Location: IN HAPEVILLE (Lat: 33.652639,  Lng: -84.396058),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 134,480 (year 2012),  Truck Traffic: 1%,  Features Intersected: I-75,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 386.243,  Length of Maximum Span: 0.0m

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Structure Number: 1210479,  Location: IN HAPEVILLE (Lat: 33.652639,  Lng: -84.396058),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 10,100 (year 1995),  Features Intersected: I-75 NB COLLECTOR-DISTR,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 386.243,  Length of Maximum Span: 0.0m

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Structure Number: 1210479,  Location: IN HAPEVILLE (Lat: 33.652639,  Lng: -84.396058),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 10,100 (year 1995),  Features Intersected: I-75 SBCD,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 386.243,  Length of Maximum Span: 0.0m

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Structure Number: 1210486,  Location: IN HAPEVILLE (Lat: 33.664589,  Lng: -84.420328),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 129,040 (year 2012),  Truck Traffic: 1%,  Features Intersected: I-85,  Facility Carried by Structure: NORFOLK SOUTHERN R
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 119.092,  Length of Maximum Span: 0.0m

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Structure Number: 1210561,  Location: 1 M E OF HAPEVILLE (Lat: 33.652378,  Lng: -84.396239),  Route carried "under" structure: Ramp Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 10,100 (year 1995),  Truck Traffic: 1%,  Features Intersected: PORSCHE AVE,  Facility Carried by Structure: PORSCHE AVENUE
Minimum Vertical Clearance: 7.79m (25.56ft),  Kilometerpoint: 386.243,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1210561,  Location: 1 M E OF HAPEVILLE (Lat: 33.652378,  Lng: -84.396239),  Route carried "under" structure: Ramp Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 10,100 (year 1995),  Truck Traffic: 1%,  Features Intersected: PORSCHE AVE,  Facility Carried by Structure: PORSCHE AVENUE
Minimum Vertical Clearance: 7.13m (23.39ft),  Kilometerpoint: 386.243,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1210561,  Location: 1 M E OF HAPEVILLE (Lat: 33.652378,  Lng: -84.396239),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 164,500 (year 1998),  Truck Traffic: 1%,  Features Intersected: PORSCHE AVE,  Facility Carried by Structure: PORSCHE AVENUE
Minimum Vertical Clearance: 7.41m (24.31ft),  Kilometerpoint: 386.243,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1215276,  Location: IN EAST POINT (Lat: 33.649558,  Lng: -84.443936),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 87,680 (year 2020),  Truck Traffic: 1%,  Features Intersected: I-85,  Facility Carried by Structure: AIRPORT LIGHTS
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 118.448,  Length of Maximum Span: 0.0m

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