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

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Structure Number: 895169,  Location: IN STONE MOUNTAIN PARK (Lat: 33.798747,  Lng: -84.051081),  Route carried "on" structure: County highway 5098,  Year Built: 2010,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 100 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: VENABLE LAKE,  Facility Carried by Structure: STONEWALL JACKSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350009,  Location: .6 MI E OF SNELLVILLE (Lat: 33.856836,  Lng: -83.987953),  Route carried "on" structure: US 78,  Year Built: 1929,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 36,780 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,170 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE HAYNES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 83.4 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $288,000

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Structure Number: 135001,  Location: 1.5 MI E OF SNELLVILLE (Lat: 33.860558,  Lng: -83.975569),  Route carried "on" structure: US 78,  Year Built: 1928,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 36,780 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 55,170 (year 2032),  Design Load: H 15,  Features Intersected: BIG HAYNES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 2021,  Bridge Improvement Cost: $426,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $639,000

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Structure Number: 1350067,  Location: 5 MI SE OF SNELLVILLE (Lat: 33.802558,  Lng: -83.967103),  Route carried "on" structure: City street 9366,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,980 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,970 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BRUSHY FORK CREEK,  Facility Carried by Structure: ROSEBUD 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: 8.2m (26.9ft),  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $199,000

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Structure Number: 1350077,  Location: 4.5 MI SW OF LAWRENCEVILL (Lat: 33.896119,  Lng: -84.054269),  Route carried "on" structure: City street 9294,  Year Built: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 15,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,805 (year 2032),  Design Load: HS 20,  Features Intersected: BANSTON CREEK,  Facility Carried by Structure: FIVE FORKS TRICKUM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 1350119,  Location: 4.2 MI E OF LILBURN (Lat: 33.887769,  Lng: -84.035678),  Route carried "on" structure: County highway 7238,  Year Built: 1995,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 26,580 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,870 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CR 335 WEBB GIN HOUSE RD,  Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 31.4m (103.0ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,357,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $2,035,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 135012,  Location: 4 MI E OF LILBURN (Lat: 33.890636,  Lng: -84.057031),  Route carried "on" structure: County highway 7238,  Year Built: 1995,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 34,240 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,360 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M9294 FIVE FORKS TRICKUM,  Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 22 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: 30.4m (99.7ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,336,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $2,003,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350121,  Location: 3.5 MI E OF LILBURN (Lat: 33.895467,  Lng: -84.058533),  Route carried "on" structure: County highway 7238,  Year Built: 1995,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 40,240 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 60,360 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: YELLOW RIVER TRIB,  Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $408,000

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Structure Number: 1350122,  Location: 2.8 MI E OF LILBURN (Lat: 33.896958,  Lng: -84.061219),  Route carried "on" structure: County highway 7238,  Year Built: 1995,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 40,240 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 60,360 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: YELLOW RIVER TRIB,  Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $408,000

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Structure Number: 1350123,  Location: 3.2 MI T OF LILBURN (Lat: 33.895953,  Lng: -84.067467),  Route carried "on" structure: County highway 7238,  Year Built: 1995,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 40,240 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 60,360 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: M-9371 OAK ROAD,  Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.8m (91.2ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,214,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,821,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355049,  Location: 2 MI N OF SNELLVILLE (Lat: 33.892967,  Lng: -84.025700),  Route carried "on" structure: County highway 335,  Year Built: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LAKE MATHEWS TRIB,  Facility Carried by Structure: WEBB GIN HOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 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: January 2022,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 135505,  Location: 2.5 MI E OF SNELLVILLE (Lat: 33.839969,  Lng: -83.981139),  Route carried "on" structure: County highway 342,  Year Built: 1980,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,600 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,900 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BIG HAYNES CREEK,  Facility Carried by Structure: TEMPLE JOHNSON RD
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: 8.2m (26.9ft),  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $264,000

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Structure Number: 1355053,  Location: 2.9 MI SE OF SNELLVILLE (Lat: 33.826528,  Lng: -83.985489),  Route carried "on" structure: County highway 357,  Year Built: 1980,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 7,320 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,980 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BIG HAYNES CREEK,  Facility Carried by Structure: PATE 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: 8.5m (27.9ft),  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: 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: September 2021,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $264,000

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Structure Number: 1355056,  Location: 3.7 MI S OF SNELLVILLE (Lat: 33.804289,  Lng: -84.027950),  Route carried "on" structure: City street 9467,  Year Built: 1986,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 11,230 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,845 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NO BUSINESS CREEK,  Facility Carried by Structure: CENTERVILL-ROSEBUD
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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very 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: November 2021,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $240,000

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Structure Number: 1355059,  Location: 2.3 MI W OF SNELLVILLE (Lat: 33.862639,  Lng: -84.058497),  Route carried "on" structure: County highway 433,  Year Built: 1989,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,030 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,545 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WATSON CREEK,  Facility Carried by Structure: HEWATT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: January 2022,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $258,000

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Structure Number: 135506,  Location: 2.7 MI NW OF SNELLVILLE (Lat: 33.873889,  Lng: -84.064139),  Route carried "on" structure: County highway 435,  Year Built: 1974,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: MARTIN NASH 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: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 41.03m (134.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $147,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1355089,  Location: 2.8 MI NW OF SNELLVILLE (Lat: 33.881139,  Lng: -84.054597),  Route carried "on" structure: County highway 1428,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: SPANISH OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 41.00m (134.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $147,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 135509,  Location: 2.6 MI E OF SNELLVILLE (Lat: 33.856308,  Lng: -83.975078),  Route carried "on" structure: County highway 1712,  Year Built: 1967,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,260 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,890 (year 2032),  Design Load: H 15,  Features Intersected: BIG HAYNES CREEK,  Facility Carried by Structure: SUMMIT CHASE 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: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $211,000

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Structure Number: 1355102,  Location: 4.5 MI NW OF SNELLVILLE (Lat: 33.902797,  Lng: -84.068317),  Route carried "on" structure: City street 9371,  Year Built: 1980,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 7,700 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,550 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: YELLOW RIVER,  Facility Carried by Structure: OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $703,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,055,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355111,  Location: 2 MI N OF SNELLVILLE (Lat: 33.893639,  Lng: -84.028000),  Route carried "on" structure: County highway 2180,  Year Built: 1984,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: LAKE MATHEWS TRIB,  Facility Carried by Structure: BRIDGEWATER WALK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 26.3 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $217,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1355122,  Location: 3.25 MI SW OF SNELLVILLE (Lat: 33.825328,  Lng: -84.058908),  Route carried "on" structure: County highway 422,  Year Built: 1965,  Year Reconstructed: 2015,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 30 (year 2032),  Features Intersected: JACKS CREEK,  Facility Carried by Structure: BRANNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 22.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $102,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 1355128,  Location: 3 MI W OF SNELLVILLE (Lat: 33.861047,  Lng: -84.072100),  Route carried "on" structure: County highway 1594,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: RIVER MIST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: January 2022,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000

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Structure Number: 1355149,  Location: 5 MI SE OF SNELLVILLE (Lat: 33.799178,  Lng: -83.969878),  Route carried "on" structure: County highway 1959,  Year Built: 1997,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 7,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,530 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BRUSHY FORK CREEK,  Facility Carried by Structure: CENTERVILLE ROSEBU
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: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

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: November 2021,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $293,000

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Structure Number: 1355186,  Location: 4 MI NW OF SNELLVILLE (Lat: 33.896481,  Lng: -84.066719),  Route carried "on" structure: City street 9371,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,700 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,550 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: YELLOW RIVER TRIB,  Facility Carried by Structure: OAK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: 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: January 2022,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000

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Structure Number: 1355199,  Location: 4.5 MI SE OF SNELLVILLE (Lat: 33.793328,  Lng: -83.980789),  Route carried "on" structure: County highway 1959,  Year Built: 2004,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 6,540 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,810 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BIG HAYNES CREEK,  Facility Carried by Structure: LEE 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: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.5m (47.6ft)

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: 36.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 1355231,  Location: 5.5 MILES S OF SNELLVILLE (Lat: 33.777908,  Lng: -84.037778),  Route carried "on" structure: County highway 1959,  Year Built: 2011,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 3,120 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,680 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NO BUSINESS CREEK,  Facility Carried by Structure: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.1 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $453,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $680,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355276,  Location: 1.6 MI S OF SNELLVILLE (Lat: 33.833692,  Lng: -84.012961),  Route carried "on" structure: County highway 364,  Year Built: 2019,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 9,406 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HL 93,  Features Intersected: NO BUSINESS CREEK,  Facility Carried by Structure: SPRINGDALE 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: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.2 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: Equal to present desirable 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: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $11,396,000,  Roadway Improvement Cost: $1,140,000,  Total Project Cost: $17,094,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2475029,  Location: 8.5 MI N OF CONYERS (Lat: 33.777928,  Lng: -83.979789),  Route carried "on" structure: State highway 20,  Year Built: 2000,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 7,180 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,770 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BIG HAYNES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 78.9 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,157,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,735,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350119,  Location: 4.2 MI E OF LILBURN (Lat: 33.887769,  Lng: -84.035678),  Route carried "under" structure: County highway 335,  Structure Length: 0. m,  Average Daily Traffic: 1,810 (year 1998),  Truck Traffic: 1%,  Features Intersected: CR 7238 RONALD RGN PKY,  Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 6.437,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 135012,  Location: 4 MI E OF LILBURN (Lat: 33.890636,  Lng: -84.057031),  Route carried "under" structure: City street 9294,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 1998),  Truck Traffic: 1%,  Features Intersected: CR 7238 RONALD RGN PKY,  Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 9.656,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1350123,  Location: 3.2 MI T OF LILBURN (Lat: 33.895953,  Lng: -84.067467),  Route carried "under" structure: City street 9371,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 1998),  Truck Traffic: 1%,  Features Intersected: CR 7238 RON REAGAN PKY,  Facility Carried by Structure: RONALD REAGAN PKWY
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 6.437,  Lanes on structure: 4,  Length of Maximum Span: 0.0m