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

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Structure Number: 135002,  Location: IN CITY OF WINDER (Lat: 34.015008,  Lng: -83.725478),  Route carried "on" structure: City street 5416,  Year Built: 1969,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,640 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,960 (year 2032),  Design Load: H 15,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: MILES PATRICK 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: 6.4m (21.0ft),  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: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 2021,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000

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Structure Number: 135003,  Location: IN CITY OF WINDER (Lat: 34.013819,  Lng: -83.731269),  Route carried "on" structure: City street 5415,  Year Built: 1976,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 730 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,095 (year 2032),  Design Load: H 15,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: 5TH AVENUE
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: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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: March 2021,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000

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Structure Number: 1350017,  Location: IN SOUTH BUFORD (Lat: 34.090581,  Lng: -83.998894),  Route carried "on" structure: US 23,  Year Built: 1965,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 46,860 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 70,290 (year 2032),  Design Load: H 15,  Features Intersected: SUWANEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

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: December 2021,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $362,000

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Structure Number: 1350021,  Location: 3.1 MI S OF BUFORD (Lat: 34.066856,  Lng: -84.010256),  Route carried "on" structure: County highway 96,  Year Built: 1966,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 2,290 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,435 (year 2032),  Design Load: HS 20,  Features Intersected: SR 419 (I-985 US 23),  Facility Carried by Structure: WOODWARD MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  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: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 48.98m (160.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,125,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,688,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350029,  Location: 1.3 MI E OF BUFORD (Lat: 34.119853,  Lng: -83.970858),  Route carried "on" structure: City street 5500,  Year Built: 1968,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 7,130 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,695 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 419 (I-985 US 23),  Facility Carried by Structure: THOMPSON MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $914,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $1,371,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350032,  Location: EAST SIDE OF BUFORD (Lat: 34.106956,  Lng: -83.981342),  Route carried "on" structure: City street 5504,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 14,640 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,960 (year 2032),  Design Load: HS 20,  Features Intersected: SR 419 (I-985 US 23),  Facility Carried by Structure: HAMILTON MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,286,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,929,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350044,  Location: 3.4 MI SE OF BUFORD (Lat: 34.070194,  Lng: -83.973161),  Route carried "on" structure: State highway 324,  Year Built: 1972,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 17,010 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,515 (year 2032),  Design Load: H 15,  Features Intersected: IVY CREEK,  Facility Carried by Structure: MT GRAVEL SPNGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000

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Structure Number: 1350057,  Location: 4 MI SE OF BUFORD (Lat: 34.056678,  Lng: -83.976100),  Route carried "on" structure: Interstate 85,  Year Built: 1962,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 76,290 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 114,435 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LITTLE IVY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.684,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $263,000

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Structure Number: 1350058,  Location: 4.3 MI SE OF BUFORD (Lat: 34.066267,  Lng: -83.938867),  Route carried "on" structure: Interstate 85,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 76,290 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 114,435 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LITTLE IVY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.903,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $208,000

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Structure Number: 1350101,  Location: 3.4 MI SE OF DULUTH (Lat: 33.977756,  Lng: -84.095125),  Route carried "on" structure: State highway 120,  Year Built: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 22,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,030 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000

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Structure Number: 1350108,  Location: IN SOUTH BUFORD (Lat: 34.092347,  Lng: -84.004753),  Route carried "on" structure: US 23,  Year Built: 1965,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 41,790 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 62,685 (year 2032),  Design Load: H 15,  Features Intersected: SUWANEE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $254,000

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Structure Number: 135502,  Location: 2.8 MI E OF BUFORD (Lat: 34.110847,  Lng: -83.950228),  Route carried "on" structure: County highway 120,  Year Built: 1965,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5,400 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,100 (year 2032),  Design Load: H 15,  Features Intersected: IVY CREEK,  Facility Carried by Structure: THOMPSON MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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: September 2021,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $141,000

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Structure Number: 1355021,  Location: IN CITY OF BUFORD (Lat: 34.121858,  Lng: -83.983089),  Route carried "on" structure: County highway 5500,  Year Built: 1964,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,130 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,695 (year 2032),  Design Load: H 15,  Features Intersected: SUWANEE CREEK,  Facility Carried by Structure: THOMPSON MILL 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),  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: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $123,000

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Structure Number: 1355022,  Location: BUFORD - SOUTHSIDE (Lat: 34.096661,  Lng: -83.995928),  Route carried "on" structure: County highway 123,  Year Built: 1961,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 110 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 165 (year 2032),  Design Load: H 15,  Features Intersected: SUWANEE CREEK,  Facility Carried by Structure: MADDOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $188,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $281,000

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Structure Number: 1355023,  Location: 2.2 MI E OF BUFORD (Lat: 34.098428,  Lng: -83.963700),  Route carried "on" structure: County highway 134,  Year Built: 1980,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 740 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,110 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IVY CREEK,  Facility Carried by Structure: HAMILTON MILL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $258,000

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Structure Number: 1355025,  Location: 4.4 MI SE OF BUFORD (Lat: 34.054400,  Lng: -83.956208),  Route carried "on" structure: County highway 155,  Year Built: 1992,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,810 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,715 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE IVY CREEK,  Facility Carried by Structure: SUNNY HILL 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: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000

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Structure Number: 1355084,  Location: 3 MI SE OF BUFORD (Lat: 34.079389,  Lng: -83.971089),  Route carried "on" structure: County highway 918,  Year Built: 1980,  Status: Open,  Structure Length: 1.98m (6.50ft),  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: IVY CREEK,  Facility Carried by Structure: KILGORE 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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $203,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $305,000

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Structure Number: 1355154,  Location: IN BUFORD (Lat: 34.113700,  Lng: -83.992528),  Route carried "on" structure: County highway 5504,  Year Built: 1997,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 14,640 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,960 (year 2032),  Design Load: HS 20,  Features Intersected: SUWANEE CREEK,  Facility Carried by Structure: HAMILTON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $272,000

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Structure Number: 1355166,  Location: 2 MI S OF BUFORD (Lat: 34.058069,  Lng: -83.992483),  Route carried "on" structure: State highway 20,  Year Built: 1999,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 43,610 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,415 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IVY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,270,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,905,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 135517,  Location: 2 MI S OF BUFORD (Lat: 34.058731,  Lng: -83.989281),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 1999,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 6,760 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,140 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IVY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.075,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.9 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $904,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,355,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355171,  Location: 2 MI S OF BUFORD (Lat: 34.058803,  Lng: -83.989125),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 1999,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 8,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IVY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.075,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $980,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,471,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355174,  Location: 4 MI S OF BUFORD (Lat: 34.059267,  Lng: -83.994564),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 1999,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 8,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IVY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.075,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.9 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: Equal to present desirable 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: August 2021,  Bridge Improvement Cost: $867,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,300,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355175,  Location: 3 MI S OF BUFORD (Lat: 34.059156,  Lng: -83.994494),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 1999,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 8,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IVY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.075,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $790,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,185,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355176,  Location: 2 MI S OF BUFORD (Lat: 34.057944,  Lng: -83.992844),  Route carried "on" structure: State highway 20,  Year Built: 1999,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 43,610 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,415 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IVY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 12 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: 16.4m (53.8ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $920,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,380,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355178,  Location: 2.25 MI SE OF BUFORD (Lat: 34.087000,  Lng: -83.993589),  Route carried "on" structure: US 23,  Year Built: 1999,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 78,020 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 117,030 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 419 (I-985)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,444,000,  Roadway Improvement Cost: $344,000,  Total Project Cost: $5,165,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355179,  Location: 5.5 MI S OF BUFORD (Lat: 34.056858,  Lng: -83.993278),  Route carried "on" structure: Interstate 85,  Year Built: 1999,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 92,310 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 138,465 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR20 - LAWRENCEVILLE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.075,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 32.4m (106.3ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,836,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $2,754,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 135518,  Location: 5.5 MI S OF BUFORD (Lat: 34.057200,  Lng: -83.993056),  Route carried "on" structure: Interstate 85,  Year Built: 1999,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 92,310 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 138,465 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR20 - LAWRENCEVILLE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.075,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 32.4m (106.3ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,836,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $2,754,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355188,  Location: WEST SIDE OF BUFORD (Lat: 34.124414,  Lng: -84.021467),  Route carried "on" structure: County highway 5507,  Year Built: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,300 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,950 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RICHLAND CREEK.,  Facility Carried by Structure: LITTLE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Very good,  Structural Evaluation: Equal 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: November 2021,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $235,000

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Structure Number: 1355192,  Location: 4.8 MI SE OF BUFORD (Lat: 34.075067,  Lng: -83.917792),  Route carried "on" structure: County highway 134,  Year Built: 2001,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 34,210 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 51,315 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85 (SR 403),  Facility Carried by Structure: HAMILTON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,570,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,355,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 135522,  Location: 3.3 MI SE DULUTH (Lat: 33.964522,  Lng: -84.098725),  Route carried "on" structure: Ramp State highway 316,  Year Built: 2008,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 8,000 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,000 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-85 NBCD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 58.0 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: Superior 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: $328,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $492,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355222,  Location: BUFORD- WEST SECTION (Lat: 34.133931,  Lng: -84.048372),  Route carried "on" structure: County highway 5509,  Year Built: 2008,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 3,780 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,670 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RICHLAND CREEK,  Facility Carried by Structure: SYCAMORE 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),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $516,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355244,  Location: 4.5 MILES SE OF BUFORD (Lat: 34.063322,  Lng: -83.947025),  Route carried "on" structure: State highway 324,  Year Built: 2012,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 77,950 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 116,925 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: MT GRAVEL SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.7m (172.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.71m (159.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,078,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,618,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355249,  Location: 2 MI S OF BUFORD (Lat: 34.064181,  Lng: -83.978567),  Route carried "on" structure: County highway 6446,  Year Built: 1999,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 43,610 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,415 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IVY CREEK,  Facility Carried by Structure: MALL OF GEORGIA BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 16.5m (54.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.28m (40.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $29,822,000,  Roadway Improvement Cost: $2,982,000,  Total Project Cost: $44,733,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355252,  Location: 2 MI S OF BUFORD (Lat: 34.067717,  Lng: -83.977900),  Route carried "on" structure: County highway 6447,  Year Built: 1999,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 43,610 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,415 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IVY CREEK,  Facility Carried by Structure: WOODWARD CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.94m (32.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $24,124,000,  Roadway Improvement Cost: $2,412,000,  Total Project Cost: $36,186,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355279,  Location: 4.5M SE OF BUFORD (Lat: 34.065178,  Lng: -83.946386),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 2021,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HL 93,  Features Intersected: LITTLE IVY CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 200.621,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $7,918,000,  Roadway Improvement Cost: $792,000,  Total Project Cost: $11,877,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1390008,  Location: 2.5 MI SW OF FLOWERY BR (Lat: 34.156358,  Lng: -83.953428),  Route carried "on" structure: State highway 13,  Year Built: 1931,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 8,520 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,780 (year 2032),  Design Load: H 15,  Features Intersected: BIG CREEK,  Facility Carried by Structure: ATLANTA HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 78.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000

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Structure Number: 1395079,  Location: 5 MI W OF FLOWERY BRANCH (Lat: 34.174219,  Lng: -84.015606),  Route carried "on" structure: State lands road 1421,  Year Built: 1969,  Status: Open,  Structure Length: 17.01m (55.81ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LAKE LANIER,  Facility Carried by Structure: LANIER ISLANDS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $2,180,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $3,270,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1395085,  Location: 3.4 MI S OF FLOWERY BR (Lat: 34.148247,  Lng: -83.970439),  Route carried "on" structure: State highway 347,  Year Built: 1998,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 12,110 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,165 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NOR SOUTHERN RAILROAD,  Facility Carried by Structure: FRIENDSHIP 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: 8.8m (28.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $727,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $1,090,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1350021,  Location: 3.1 MI S OF BUFORD (Lat: 34.066856,  Lng: -84.010256),  Route carried "under" structure: Interstate 985,  Structure Length: 0. m,  Average Daily Traffic: 48,200 (year 1998),  Truck Traffic: 1%,  Features Intersected: CR 96 WOODWARD MILL RD,  Facility Carried by Structure: WOODWARD MILL ROAD
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1350029,  Location: 1.3 MI E OF BUFORD (Lat: 34.119853,  Lng: -83.970858),  Route carried "under" structure: Interstate 985,  Structure Length: 0. m,  Average Daily Traffic: 35,700 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-5500 THOMPSON MILL RD.,  Facility Carried by Structure: THOMPSON MILL ROAD
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1350032,  Location: EAST SIDE OF BUFORD (Lat: 34.106956,  Lng: -83.981342),  Route carried "under" structure: Interstate 985,  Structure Length: 0. m,  Average Daily Traffic: 35,700 (year 1998),  Truck Traffic: 1%,  Features Intersected: M-5504 HAMILTON MILL RD.,  Facility Carried by Structure: HAMILTON MILL ROAD
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 8.047,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1355178,  Location: 2.25 MI SE OF BUFORD (Lat: 34.087000,  Lng: -83.993589),  Route carried "under" structure: Interstate 985,  Structure Length: 0. m,  Average Daily Traffic: 35,700 (year 1997),  Truck Traffic: 1%,  Features Intersected: SR 20 (US 23),  Facility Carried by Structure: SR 20 - US 23
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 6.437,  Lanes on structure: 10,  Length of Maximum Span: 0.0m

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Structure Number: 1355179,  Location: 5.5 MI S OF BUFORD (Lat: 34.056858,  Lng: -83.993278),  Route carried "under" structure: State highway 20,  Structure Length: 0. m,  Average Daily Traffic: 13,800 (year 1994),  Truck Traffic: 1%,  Features Intersected: I-85 NBL,  Facility Carried by Structure: I-85 (NBL)
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 135518,  Location: 5.5 MI S OF BUFORD (Lat: 34.057200,  Lng: -83.993056),  Route carried "under" structure: State highway 20,  Structure Length: 0. m,  Average Daily Traffic: 17,300 (year 1994),  Truck Traffic: 1%,  Features Intersected: I-85 SBL.,  Facility Carried by Structure: I-85 (SBL)
Minimum Vertical Clearance: 6.88m (22.57ft),  Kilometerpoint: 14.484,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1355192,  Location: 4.8 MI SE OF BUFORD (Lat: 34.075067,  Lng: -83.917792),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 1999),  Truck Traffic: 10%,  Features Intersected: CR 134 -HAMILTON MILL RD,  Facility Carried by Structure: HAMILTON MILL RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 193.121,  Lanes on structure: 5,  Length of Maximum Span: 0.0m

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Structure Number: 1355244,  Location: 4.5 MILES SE OF BUFORD (Lat: 34.063322,  Lng: -83.947025),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 70,100 (year 1998),  Truck Traffic: 8%,  Features Intersected: I-85 NORTHBOUND,  Facility Carried by Structure: MT GRAVEL SPRINGS
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 189.903,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 139509,  Location: 3.4 MI S OF FLOWERY BR (Lat: 34.140050,  Lng: -83.950139),  Route carried "under" structure: Interstate 985,  Structure Length: 0. m,  Average Daily Traffic: 33,600 (year 2000),  Features Intersected: SR 347-FRIENDSHIP ROAD,  Facility Carried by Structure: FRIENDSHIP ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 12.875,  Lanes on structure: 7,  Length of Maximum Span: 0.0m