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

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Structure Number: 1515066,  Location: 4 MI W OF MCDONOUGH (Lat: 33.462733,  Lng: -84.210203),  Route carried "on" structure: State highway 920,  Year Built: 2002,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 25,910 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 38,865 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: JONESBORO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: December 2020,  Bridge Improvement Cost: $2,876,000,  Roadway Improvement Cost: $288,000,  Total Project Cost: $4,314,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515076,  Location: 2 MI W OF McDONOUGH (Lat: 33.455128,  Lng: -84.213739),  Route carried "on" structure: County highway 1175,  Year Built: 2003,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,050 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,075 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CRITTLE CREEK,  Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000

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Structure Number: 1515089,  Location: 3 MI E OF STOCKBRIDGE (Lat: 33.551258,  Lng: -84.178758),  Route carried "on" structure: State highway 138,  Year Built: 2006,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 11,120 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,680 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BIG COTTON INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 51.7 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $633,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $949,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515091,  Location: 2 MI EAST OF STOCKBRIDGE (Lat: 33.551969,  Lng: -84.185697),  Route carried "on" structure: County highway 100,  Year Built: 2007,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 3,370 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,055 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: FLAT ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $492,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $738,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515097,  Location: 6.5 MI NORTH OF HAMPTON (Lat: 33.469389,  Lng: -84.230019),  Route carried "on" structure: County highway 181,  Year Built: 2000,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,330 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,995 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: CHAMBERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $258,000

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Structure Number: 1515098,  Location: 5.5 MI NORTH OF HAMPTON (Lat: 33.456247,  Lng: -84.230750),  Route carried "on" structure: County highway 181,  Year Built: 2000,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 880 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,320 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CRITTLE CREEK,  Facility Carried by Structure: CHAMBERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $217,000

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Structure Number: 1515099,  Location: 7 MI NORTH WEST OF MCDONO (Lat: 33.486589,  Lng: -84.266508),  Route carried "on" structure: County highway 174,  Year Built: 2005,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,390 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,085 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: PATES CREEK,  Facility Carried by Structure: PATES CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 15151,  Location: NORTH STOCKBRIDGE (Lat: 33.552608,  Lng: -84.233278),  Route carried "on" structure: County highway 667,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,520 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,780 (year 2031),  Design Load: H 15,  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: EAST ATLANTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $186,000

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Structure Number: 1515102,  Location: 3.5 MI WEST OF STOCKBRIDG (Lat: 33.538119,  Lng: -84.284947),  Route carried "on" structure: County highway 1580,  Year Built: 2000,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,940 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,910 (year 2031),  Design Load: H 15,  Features Intersected: REEVES CREEK TRIB,  Facility Carried by Structure: SPIVEY GLENN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $141,000

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Structure Number: 1515104,  Location: 5 MI NORTH OF MCDONOUGH (Lat: 33.525458,  Lng: -84.139939),  Route carried "on" structure: State highway 155,  Year Built: 2008,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 9,770 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,655 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITTLE COTTON INDIAN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present 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: November 2020,  Bridge Improvement Cost: $723,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,084,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515105,  Location: 6 MI NORTH OF MCDONOUGH (Lat: 33.533208,  Lng: -84.138958),  Route carried "on" structure: State highway 155,  Year Built: 2008,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 5,230 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,845 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BIG COTTON INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.8 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,528,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $2,292,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515106,  Location: 3 MI S OF STOCKBRIDGE (Lat: 33.501769,  Lng: -84.224039),  Route carried "on" structure: County highway 2223,  Year Built: 2007,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,940 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,910 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: PATES CREEK,  Facility Carried by Structure: PATRICK HENRY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $293,000

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Structure Number: 1515107,  Location: 3 MI SOUTH OF STOCKBRIDGE (Lat: 33.503128,  Lng: -84.225458),  Route carried "on" structure: County highway 2223,  Year Built: 2007,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 1,940 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,910 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: PATES CREEK OVER FLOW,  Facility Carried by Structure: PATRICK HENRY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,680,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $2,520,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 151511,  Location: 2 MI NW OF McDONOUGH (Lat: 33.470319,  Lng: -84.198994),  Route carried "on" structure: County highway 192,  Year Built: 2010,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,940 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,910 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: FOSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: November 2020,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $469,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1515111,  Location: 2 MI NORTH OF STOCKBRIDGE (Lat: 33.569667,  Lng: -84.232928),  Route carried "on" structure: County highway 2037,  Year Built: 2010,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 5,970 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,955 (year 2031),  Design Load: HS 20,  Features Intersected: BIG COTTON INDIAN CREEK,  Facility Carried by Structure: EAST ATLANTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  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,  Bridge Improvement Cost: $672,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,008,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515112,  Location: 3 MI SE OF STOCKBRIDGE (Lat: 33.518383,  Lng: -84.197328),  Route carried "on" structure: County highway 2673,  Year Built: 2010,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 21,220 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,830 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: PATES CREEK,  Facility Carried by Structure: EAGLES LANDING PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: December 2020,  Bridge Improvement Cost: $2,295,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $3,442,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515114,  Location: 2 MI SE OF STOCKBRIDGE (Lat: 33.516100,  Lng: -84.205736),  Route carried "on" structure: County highway 2673,  Year Built: 2011,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 21,220 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,830 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD,  Facility Carried by Structure: EAGLE'S LANDING PA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,159,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,739,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515117,  Location: 2 MI SW OF STOCKBRIDGE (Lat: 33.526608,  Lng: -84.253978),  Route carried "on" structure: City street 9321,  Year Built: 2013,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 13,150 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,725 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: CR 660 WALT STEPHE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.79m (35.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $26,196,000,  Roadway Improvement Cost: $2,620,000,  Total Project Cost: $39,294,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515118,  Location: 5 MI NW OF MCDONOUGH (Lat: 33.482231,  Lng: -84.217250),  Route carried "on" structure: County highway 1415,  Year Built: 2014,  Status: Open,  Structure Length: 11.85m (38.88ft),  Average Daily Traffic: 15,130 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,695 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: CR 824 JODECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.20m (46.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $34,517,000,  Roadway Improvement Cost: $3,452,000,  Total Project Cost: $51,776,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 151512,  Location: .7 MI SE OF STOCKBRIDGE (Lat: 33.536731,  Lng: -84.225681),  Route carried "on" structure: County highway 171,  Year Built: 2013,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 8,240 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,360 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: ROCK QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $20,868,000,  Roadway Improvement Cost: $2,086,000,  Total Project Cost: $31,302,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515123,  Location: 2 MI W OF STOCKBRIDGE (Lat: 33.543581,  Lng: -84.269197),  Route carried "on" structure: Interstate 675,  Year Built: 2016,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 6,300 (year 2016),  Average Future Daily Traffic: 7,680 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $14,874,000,  Roadway Improvement Cost: $1,487,000,  Total Project Cost: $22,311,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515125,  Location: 4 MI NW OF McDONOUGH (Lat: 33.492567,  Lng: -84.190681),  Route carried "on" structure: County highway 657,  Year Built: 2019,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 15,500 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: CAMPGROUND RD EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $21,238,000,  Roadway Improvement Cost: $2,124,000,  Total Project Cost: $31,857,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1515127,  Location: 3 MI SW OF STOCKBRIDGE (Lat: 33.517739,  Lng: -84.277797),  Route carried "on" structure: City street 661,  Year Built: 2019,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 6,040 (year 2007),  Average Future Daily Traffic: 9,060 (year 2027),  Design Load: HL 93,  Features Intersected: RUM CREEK,  Facility Carried by Structure: BLACKHALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $17,316,000,  Roadway Improvement Cost: $1,732,000,  Total Project Cost: $25,974,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 630067,  Location: 1 MI N OF HENRY CO LINE (Lat: 33.554639,  Lng: -84.299289),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 82,600 (year 2009),  Truck Traffic: 1%,  Features Intersected: M-9114 FIELDER ROAD,  Facility Carried by Structure: FIELDER ROAD
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 368.540,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 630106,  Location: 4 MI E OF MORROW (Lat: 33.577786,  Lng: -84.277967),  Route carried "under" structure: Interstate 675,  Structure Length: 0. m,  Average Daily Traffic: 42,800 (year 2009),  Truck Traffic: 1%,  Features Intersected: SR 42 (US 23),  Facility Carried by Structure: US 23
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 4.828,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 630108,  Location: 4 MI E OF MORROW (Lat: 33.582597,  Lng: -84.280119),  Route carried "under" structure: Interstate 675,  Structure Length: 0. m,  Average Daily Traffic: 42,800 (year 2009),  Truck Traffic: 1%,  Features Intersected: CR 89 EVANS DRIVE,  Facility Carried by Structure: EVANS DRIVE
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 630125,  Location: 0.3 MI N OF HENRY CO LINE (Lat: 33.553214,  Lng: -84.268522),  Route carried "under" structure: State highway 138,  Structure Length: 0. m,  Average Daily Traffic: 42,200 (year 2009),  Truck Traffic: 1%,  Features Intersected: I-675 NBL (SR 413),  Facility Carried by Structure: I-675 (NBL)
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 630126,  Location: 0.3 MI N OF HENRY CO LINE (Lat: 33.553144,  Lng: -84.268958),  Route carried "under" structure: State highway 138,  Structure Length: 0. m,  Average Daily Traffic: 42,200 (year 2009),  Truck Traffic: 1%,  Features Intersected: I-675 SBL (SR 413),  Facility Carried by Structure: I-675 (SBL)
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 635073,  Location: IN REX (Lat: 33.592369,  Lng: -84.267356),  Route carried "under" structure: County highway 1110,  Structure Length: 0. m,  Average Daily Traffic: 1,990 (year 2009),  Truck Traffic: 1%,  Features Intersected: REX ROAD,  Facility Carried by Structure: REX ROAD
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 635073,  Location: IN REX (Lat: 33.592369,  Lng: -84.267356),  Route carried "under" structure: County highway 1010,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2007),  Truck Traffic: 1%,  Features Intersected: REX ROAD,  Facility Carried by Structure: REX ROAD
Minimum Vertical Clearance: 8.12m (26.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1510042,  Location: 2 MI S OF STOCKBRIDGE (Lat: 33.517756,  Lng: -84.245181),  Route carried "under" structure: County highway 1794,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-75,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 1.609,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 1510046,  Location: 2 MI W OF STOCKBRIDGE (Lat: 33.546792,  Lng: -84.278472),  Route carried "under" structure: State highway 138,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-75,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.609,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 1510078,  Location: STOCKBRIDGE CITY LIMITS (Lat: 33.544328,  Lng: -84.233108),  Route carried "under" structure: City street 568,  Structure Length: 0. m,  Average Daily Traffic: 1,710 (year 1993),  Truck Traffic: 1%,  Features Intersected: SR 42 (US 23),  Facility Carried by Structure: US 23/ SR 42
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1510078,  Location: STOCKBRIDGE CITY LIMITS (Lat: 33.544328,  Lng: -84.233108),  Route carried "under" structure: City street 556,  Structure Length: 0. m,  Average Daily Traffic: 1,820 (year 1999),  Truck Traffic: 1%,  Features Intersected: SR 42 (US 23),  Facility Carried by Structure: US 23/ SR 42
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1510079,  Location: 2 MI W OF STOCKBRIDGE (Lat: 33.543500,  Lng: -84.270389),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 83,400 (year 1999),  Truck Traffic: 1%,  Features Intersected: I-675 (SR 413)
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 366.931,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1515066,  Location: 4 MI W OF MCDONOUGH (Lat: 33.462733,  Lng: -84.210203),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 101,400 (year 1999),  Features Intersected: SR 920 JONESBORO ROAD,  Facility Carried by Structure: JONESBORO ROAD
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 355.665,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 151507,  Location: 2.5 MI S OF STOCKBRIDGE (Lat: 33.505964,  Lng: -84.231069),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 125,300 (year 1999),  Truck Traffic: 2%,  Features Intersected: FAS 2673 HUDSON BR RD.,  Facility Carried by Structure: HUDSON BRIDGE RD
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 360.493,  Lanes on structure: 3,  Length of Maximum Span: 0.0m

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Structure Number: 1515117,  Location: 2 MI SW OF STOCKBRIDGE (Lat: 33.526608,  Lng: -84.253978),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 125,300 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9321 RED OAK ROAD,  Facility Carried by Structure: CR 660 WALT STEPHE
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 363.712,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1515118,  Location: 5 MI NW OF MCDONOUGH (Lat: 33.482231,  Lng: -84.217250),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 111,600 (year 1999),  Truck Traffic: 1%,  Features Intersected: FAS 1415 JODECO ROAD,  Facility Carried by Structure: CR 824 JODECO ROAD
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 357.274,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 1515123,  Location: 2 MI W OF STOCKBRIDGE (Lat: 33.543581,  Lng: -84.269197),  Route carried "under" structure: Interstate 75,  Structure Length: 0. m,  Average Daily Traffic: 86,000 (year 1999),  Features Intersected: I-675 MANAGED LANE
Minimum Vertical Clearance: 6.90m (22.64ft),  Kilometerpoint: 365.321,  Lanes on structure: 1,  Length of Maximum Span: 0.0m