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

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Structure Number: 890016,  Location: 11 MI SEOF DECATUR (Lat: 33.728728,  Lng: -84.189908),  Route carried "on" structure: US 278,  Year Built: 1979,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 32,340 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,510 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SNAPFINGER CREEK,  Facility Carried by Structure: COVINGTON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  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: 19.6m (64.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: May 2020,  Bridge Improvement Cost: $966,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,449,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 890017,  Location: 5 MI SE OF DECATUR (Lat: 33.716675,  Lng: -84.136769),  Route carried "on" structure: US 278,  Year Built: 1931,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 18,960 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,440 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: POLE BRIDGE CREEK,  Facility Carried by Structure: COVINGTON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: May 2020,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $299,000

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Structure Number: 890018,  Location: 1.5 MI W OF LITHONIA (Lat: 33.715519,  Lng: -84.125869),  Route carried "on" structure: US 278,  Year Built: 1979,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 18,960 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,440 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SWIFT CREEK,  Facility Carried by Structure: COVINGTON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2020,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $290,000

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Structure Number: 89004,  Location: 5 MI W OF LITHONIA (Lat: 33.686178,  Lng: -84.201558),  Route carried "on" structure: State highway 155,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 25,550 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,325 (year 2031),  Design Load: H 20,  Features Intersected: SNAPFINGER CREEK,  Facility Carried by Structure: SNAPFINGER ROAD
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: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: March 2020,  Bridge Improvement Cost: $1,137,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,705,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890058,  Location: 8.5 MI W OF LITHONIA (Lat: 33.704581,  Lng: -84.197147),  Route carried "on" structure: Interstate 20,  Year Built: 1959,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 153,070 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 229,605 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SNAPFINGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.654,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.3 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: 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: March 2020,  Bridge Improvement Cost: $1,593,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $2,390,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 890059,  Location: 2.6 MI SW OF LITHONIA (Lat: 33.703178,  Lng: -84.152089),  Route carried "on" structure: Interstate 20,  Year Built: 1959,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 131,330 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 196,995 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: POLE BRIDGE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.873,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 31 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,  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: March 2020,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $270,000

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Structure Number: 890116,  Location: 7 MI SW OF LITHONIA (Lat: 33.702847,  Lng: -84.183528),  Route carried "on" structure: County highway 605,  Year Built: 1959,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 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: 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: March 2020,  Bridge Improvement Cost: $981,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,471,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890128,  Location: 2.4 MI SW OF LITHONIA (Lat: 33.703178,  Lng: -84.146358),  Route carried "on" structure: County highway 610,  Year Built: 1959,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 12,820 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,230 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: FAIRINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State 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: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 48.01m (157.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $996,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,495,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890143,  Location: 3.5 MI S OF PINE LAKE (Lat: 33.734419,  Lng: -84.194089),  Route carried "on" structure: County highway 1651,  Year Built: 1993,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 25,320 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,980 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SNAPFINGER CREEK,  Facility Carried by Structure: SOUTH HAIRSTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $694,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,042,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890225,  Location: 5.1 MI W OF LITHONIA (Lat: 33.711292,  Lng: -84.196908),  Route carried "on" structure: City street 9307,  Year Built: 1969,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 15,470 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,205 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SNAPFINGER CREEK,  Facility Carried by Structure: SNAPFINGER WOODS R
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: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $594,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $891,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890226,  Location: 5 MI SW OF LITHONIA (Lat: 33.689278,  Lng: -84.186439),  Route carried "on" structure: County highway 9308,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,480 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,720 (year 2031),  Design Load: H 15,  Features Intersected: SNAPFINGER CREEK TRIB,  Facility Carried by Structure: ROCK SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 890227,  Location: 3 MI SW OF LITHONIA (Lat: 33.685994,  Lng: -84.154214),  Route carried "on" structure: City street 9308,  Year Built: 1980,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,480 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,720 (year 2031),  Design Load: HS 15,  Features Intersected: POLE BRIDGE CREEK,  Facility Carried by Structure: ROCK SPRINGS 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: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $352,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $527,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 890228,  Location: 3.7 MI W OF LITHONIA (Lat: 33.703408,  Lng: -84.170289),  Route carried "on" structure: County highway 9012,  Year Built: 1959,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 23,080 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,620 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20,  Facility Carried by Structure: PANOLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,078,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $3,117,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 890255,  Location: 5 MI W OF LITHONIA (Lat: 33.686508,  Lng: -84.202347),  Route carried "on" structure: State highway 155,  Year Built: 1985,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 18,370 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,555 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SNAPFINGER CREEK TRIB,  Facility Carried by Structure: FLAT SHOALS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  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: March 2020,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $190,000

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Structure Number: 895016,  Location: 4 MI SW OF LITHONIA (Lat: 33.668289,  Lng: -84.151097),  Route carried "on" structure: City street 9341,  Year Built: 1960,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 3,980 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,970 (year 2032),  Design Load: H 15,  Features Intersected: POLE BRIDGE CREEK,  Facility Carried by Structure: EVANS MILL 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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.54m (31.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $399,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $598,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 895017,  Location: 5 MI SW OF LITHONIA (Lat: 33.696658,  Lng: -84.198569),  Route carried "on" structure: County highway 604,  Year Built: 1960,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 5,260 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,890 (year 2031),  Design Load: H 20,  Features Intersected: SNAPFINGER CREEK,  Facility Carried by Structure: THOMPSON MILL RD
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: 10.73m (35.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $551,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $826,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895018,  Location: 2 MI SW OF LITHONIA (Lat: 33.702789,  Lng: -84.152058),  Route carried "on" structure: County highway 610,  Year Built: 1962,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,820 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,230 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: POLE BRIDGE CREEK TRIB,  Facility Carried by Structure: FAIRINGTON 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),  Skew: 1 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: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000

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Structure Number: 895019,  Location: 1.7 MI W OF LITHONIA (Lat: 33.715878,  Lng: -84.136019),  Route carried "on" structure: County highway 615,  Year Built: 1928,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: POLE BRIDGE CREEK,  Facility Carried by Structure: HILLVALE 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: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.39m (135.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $148,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $223,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 89502,  Location: 2 MI SW OF LITHONIA (Lat: 33.703600,  Lng: -84.152289),  Route carried "on" structure: County highway 616,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,010 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,515 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: POLE BRIDGE CREEK TRIB,  Facility Carried by Structure: HILLANDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000

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Structure Number: 895074,  Location: 6 MI E OF DECATUR (Lat: 33.749800,  Lng: -84.187747),  Route carried "on" structure: County highway 4552,  Year Built: 1961,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: BARBESHELA CREEK,  Facility Carried by Structure: FIELD GREEN DRIVE
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: 9.4m (30.8ft),  Skew: 1 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: 43.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $258,000

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Structure Number: 895076,  Location: 2.5 MI SW OF LITHONIA (Lat: 33.695850,  Lng: -84.146008),  Route carried "on" structure: County highway 4714,  Year Built: 1964,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: POLE BRIDGE CREEK,  Facility Carried by Structure: FAIRINGTON 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: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 42.52m (139.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $440,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895077,  Location: 6 MI E OF DECATUR (Lat: 33.769164,  Lng: -84.187681),  Route carried "on" structure: County highway 4770,  Year Built: 1964,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20,  Features Intersected: BARBESHELA CREEK,  Facility Carried by Structure: MAINSTREET PARK DR
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: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000

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Structure Number: 895083,  Location: 2.6 MI NW OF LITHONIA (Lat: 33.725172,  Lng: -84.148864),  Route carried "on" structure: City street 9348,  Year Built: 1973,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,780 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,170 (year 2031),  Design Load: HS 20,  Features Intersected: POLE BRIDGE CREEK,  Facility Carried by Structure: WELLBORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 895084,  Location: 4.5 MI SE OF STONE MTN (Lat: 33.780239,  Lng: -84.103569),  Route carried "on" structure: City street 9289,  Year Built: 1951,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 13,420 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,130 (year 2031),  Design Load: H 15,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: SOUTH DESHON RD
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: 7.3m (24.0ft),  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: 43.5 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $252,000

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Structure Number: 895094,  Location: 2.75 MI E OF PINE LAKE (Lat: 33.749586,  Lng: -84.183503),  Route carried "on" structure: County highway 4552,  Year Built: 1961,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: BARBESHELA CREEK TRIB,  Facility Carried by Structure: FIELD GREEN DR-EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $115,000

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Structure Number: 895095,  Location: 2.75 MI E OF I-285 (Lat: 33.749867,  Lng: -84.183894),  Route carried "on" structure: County highway 4552,  Year Built: 1961,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: H 15,  Features Intersected: BARBESHELA CREEK TRIB,  Facility Carried by Structure: FIELD GREEN DR-WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 43.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $115,000

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Structure Number: 895097,  Location: 1 MI SW OF LITHONIA (Lat: 33.704331,  Lng: -84.132372),  Route carried "on" structure: County highway 5175,  Year Built: 1962,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 7,841 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,762 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: POLE BRIDGE CREEK,  Facility Carried by Structure: HILLANDALE 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: 11.9m (39.0ft),  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: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $316,000

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Structure Number: 895098,  Location: 1.5 MI SE OF PINE LAKE (Lat: 33.773375,  Lng: -84.187467),  Route carried "on" structure: County highway 5306,  Year Built: 1975,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20,  Features Intersected: BARBESHELA CREEK,  Facility Carried by Structure: MARTINS CROSSING
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: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $148,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $223,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895124,  Location: 3.5 MI S OF PINE LAKE (Lat: 33.738378,  Lng: -84.190939),  Route carried "on" structure: County highway 4892,  Year Built: 1985,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BARBASHELA CREEK,  Facility Carried by Structure: WOODWAY 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: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,360,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $2,040,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895128,  Location: 4.2 MI SE OF STONE MTN (Lat: 33.754728,  Lng: -84.139653),  Route carried "on" structure: County highway 712,  Year Built: 1978,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Features Intersected: CROOKED CREEK TRIB,  Facility Carried by Structure: KILGORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000

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Structure Number: 895135,  Location: 4.1 MI SE OF STONE MTN (Lat: 33.766019,  Lng: -84.119200),  Route carried "on" structure: County highway 690,  Year Built: 1995,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 2,202 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,303 (year 2031),  Design Load: HS 20,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: ALFORD 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: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.5m (18.0ft)

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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $309,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $463,000

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Structure Number: 895138,  Location: 4.3 MI SE OF STONE MTN (Lat: 33.772189,  Lng: -84.109228),  Route carried "on" structure: City street 5109,  Year Built: 1997,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,060 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,090 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: STEPHENSON DRIVE
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: 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: April 2020,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $252,000

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Structure Number: 895151,  Location: 2.5 MI SW OF LITHONIA (Lat: 33.703700,  Lng: -84.132328),  Route carried "on" structure: Interstate 402,  Year Built: 1959,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 131,330 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 196,995 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: POLE BRIDGE CREEK,  Facility Carried by Structure: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.092,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 57.4m (188.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,372,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $2,059,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up

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Structure Number: 895154,  Location: 1.5 MI OF LITHONIA (Lat: 33.703108,  Lng: -84.135258),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 2004,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 9,610 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,415 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: POLE BRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.092,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,168,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,752,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895155,  Location: 1.5 MI W OF LITHION (Lat: 33.702419,  Lng: -84.123694),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 2004,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 107,700 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 161,550 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.092,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $840,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,260,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895158,  Location: 1.4 MI W OF LITHONIA (Lat: 33.707006,  Lng: -84.131550),  Route carried "on" structure: County highway 616,  Year Built: 2005,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 7,841 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,762 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: POLE BRIDGE CREEK,  Facility Carried by Structure: HILLANDALE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,630,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $2,446,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895159,  Location: 2.5 MI SW LITHONIA (Lat: 33.703503,  Lng: -84.130811),  Route carried "on" structure: Interstate 20,  Year Built: 2004,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 131,330 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 196,995 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITHONIA INDUSTRIAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.482,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 57.9m (190.0ft)

Condition: Deck: Good,  Superstructure: Very 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: 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 2020,  Bridge Improvement Cost: $1,740,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $2,610,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 895168,  Location: 3 MILES EAST OF PINE LAKE (Lat: 33.759908,  Lng: -84.189331),  Route carried "on" structure: City street 9235,  Year Built: 2010,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 18,040 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,060 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BARBASHELA CREEK,  Facility Carried by Structure: REDAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: 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: May 2020,  Bridge Improvement Cost: $710,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,066,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890116,  Location: 7 MI SW OF LITHONIA (Lat: 33.702847,  Lng: -84.183528),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 139,300 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 605 MILLER ROAD,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 114.263,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890128,  Location: 2.4 MI SW OF LITHONIA (Lat: 33.703178,  Lng: -84.146358),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 107,700 (year 1999),  Truck Traffic: 1%,  Features Intersected: CR 610 FAIRINGTON ROAD,  Facility Carried by Structure: FAIRINGTON ROAD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 117.482,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 890228,  Location: 3.7 MI W OF LITHONIA (Lat: 33.703408,  Lng: -84.170289),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 107,700 (year 1999),  Truck Traffic: 1%,  Features Intersected: M-9012 PANOLA ROAD,  Facility Carried by Structure: PANOLA ROAD
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 114.263,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 895155,  Location: 1.5 MI W OF LITHION (Lat: 33.702419,  Lng: -84.123694),  Route carried "under" structure: Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 107,700 (year 2006),  Truck Traffic: 12%,  Features Intersected: I-20
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 119.092,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 895159,  Location: 2.5 MI SW LITHONIA (Lat: 33.703503,  Lng: -84.130811),  Route carried "under" structure: County highway 2989,  Structure Length: 0. m,  Average Daily Traffic: 142,900 (year 2004),  Features Intersected: I-20,  Facility Carried by Structure: I-20
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 895159,  Location: 2.5 MI SW LITHONIA (Lat: 33.703503,  Lng: -84.130811),  Route carried "under" structure: Ramp Interstate 20,  Structure Length: 0. m,  Average Daily Traffic: 142,900 (year 2004),  Truck Traffic: 13%,  Features Intersected: LITHONIA INDUSTRIAL BLVD
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 117.482,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 895178,  Location: 1.6 M N OF LITHONIA (Lat: 33.735611,  Lng: -84.113653),  Route carried "under" structure: County highway 2989,  Structure Length: 0. m,  Average Daily Traffic: 17,100 (year 2009),  Truck Traffic: 7%,  Features Intersected: RAILROAD,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 4.410,  Length of Maximum Span: 0.0m