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

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Structure Number: 135004,  Location: 2.7 MI N OF AUBURN (Lat: 34.049419,  Lng: -83.815469),  Route carried "on" structure: County highway 38,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: DEE KENNEDY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: 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,  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: March 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 1350011,  Location: .5 MI S OF SUWANEE (Lat: 34.032408,  Lng: -84.089308),  Route carried "on" structure: US 23,  Year Built: 1973,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 13,150 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,725 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SUWANEE CREEK,  Facility Carried by Structure: BUFORD HIGHWAY-US2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,336,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $2,004,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350043,  Location: IN SUWANEE (Lat: 34.051317,  Lng: -84.059869),  Route carried "on" structure: State highway 317,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 29,760 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,640 (year 2032),  Design Load: HS 20,  Features Intersected: SUWANEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 42.79m (140.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $507,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $761,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350046,  Location: 2.3 MI E OF SUWANEE (Lat: 34.047606,  Lng: -84.028675),  Route carried "on" structure: Interstate 985,  Year Built: 1965,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 56,340 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 84,510 (year 2032),  Design Load: HS 20,  Features Intersected: IVY 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: 11.6m (38.1ft),  Skew: 19 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.61m (38.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 1350047,  Location: 2.3 MI E OF SUWANEE (Lat: 34.047503,  Lng: -84.029281),  Route carried "on" structure: Interstate 985,  Year Built: 1965,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 56,340 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 84,510 (year 2032),  Design Load: HS 20,  Features Intersected: IVY 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: 11.6m (38.1ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.98m (42.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $817,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,225,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350133,  Location: IN SOUTH SUWANNE (Lat: 34.030050,  Lng: -84.048319),  Route carried "on" structure: State highway 317,  Year Built: 1994,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 40,670 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,005 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85 (SR 403)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.6m (90.6ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,949,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $2,923,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355001,  Location: DULUTH - EAST SECTION (Lat: 34.010236,  Lng: -84.132236),  Route carried "on" structure: County highway 2,  Year Built: 1994,  Status: Open,  Structure Length: 5.67m (18.60ft),  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: NS RAILROAD,  Facility Carried by Structure: ROGERS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $727,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $1,090,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355002,  Location: 2.5 MI NW OF SUWANEE (Lat: 34.084639,  Lng: -84.094192),  Route carried "on" structure: County highway 21,  Year Built: 1982,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 70 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 105 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LEVEL CREEK,  Facility Carried by Structure: SETTLES BRIDGE ROA
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very 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: November 2021,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000

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Structure Number: 1355004,  Location: IN SUWANEE (Lat: 34.045419,  Lng: -84.064250),  Route carried "on" structure: City street 833,  Year Built: 1978,  Status: Posted for load,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 15,  Features Intersected: SUWANEE CREEK,  Facility Carried by Structure: MARTIN FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $645,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1355017,  Location: 3.7 MI E OF SUWANEE (Lat: 34.035447,  Lng: -84.004778),  Route carried "on" structure: County highway 106,  Year Built: 1961,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 13,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,170 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE SUWANEE CREEK,  Facility Carried by Structure: OLD PEACHTREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $164,000

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Structure Number: 135511,  Location: 3 MI SE OF DULUTH (Lat: 33.972889,  Lng: -84.094769),  Route carried "on" structure: County highway 2001,  Year Built: 1983,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,890 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,835 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FORK CREEK,  Facility Carried by Structure: SATELLITE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  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: 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: December 2021,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $277,000

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Structure Number: 1355112,  Location: 1.8 MI S OF SUWANEE (Lat: 34.028167,  Lng: -84.088478),  Route carried "on" structure: County highway 28,  Year Built: 1958,  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: BENNETT CREEK,  Facility Carried by Structure: SUWANEE CRK 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: 7.9m (25.9ft),  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: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.9 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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: 1355121,  Location: 2 MI NW OF SUWANEE (Lat: 34.077444,  Lng: -84.084253),  Route carried "on" structure: County highway 19,  Year Built: 1988,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,290 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,935 (year 2032),  Design Load: HS 20,  Features Intersected: LEVEL CREEK TRIB,  Facility Carried by Structure: MOORE 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: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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 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: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000

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Structure Number: 135515,  Location: 2.6 MI E OF LILBURN (Lat: 33.890639,  Lng: -84.084369),  Route carried "on" structure: County highway 449,  Year Built: 1997,  Status: Open,  Structure Length: 7.22m (23.69ft),  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: YELLOW RIVER,  Facility Carried by Structure: RIVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: 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: January 2022,  Bridge Improvement Cost: $926,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,389,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355155,  Location: IN SUWANEE. (Lat: 34.043839,  Lng: -84.082878),  Route carried "on" structure: County highway 2564,  Year Built: 1996,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 24,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD,  Facility Carried by Structure: McGINNIS FRY RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: December 2021,  Bridge Improvement Cost: $688,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,032,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355156,  Location: IN SUWANNE (Lat: 34.043958,  Lng: -84.082678),  Route carried "on" structure: County highway 2564,  Year Built: 1997,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 24,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: NS RAILROAD,  Facility Carried by Structure: McGINNIS FRY RD WB
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: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $688,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,032,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355157,  Location: IN SUWANEE (Lat: 34.038847,  Lng: -84.074628),  Route carried "on" structure: County highway 2564,  Year Built: 1996,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 24,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SUWANEE CREEK,  Facility Carried by Structure: McGINNIS FRY RD EB
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: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: December 2021,  Bridge Improvement Cost: $1,172,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,758,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355158,  Location: IN SUWANEE (Lat: 34.039039,  Lng: -84.074508),  Route carried "on" structure: County highway 2564,  Year Built: 1996,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 24,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,300 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SUWANEE CREEK,  Facility Carried by Structure: McGINNIS FRY RD WB
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: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.6m (44.6ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,172,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,758,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355159,  Location: 1.8 MI E OF SUWANEE (Lat: 34.055925,  Lng: -84.042000),  Route carried "on" structure: County highway 685,  Year Built: 1996,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,890 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,335 (year 2032),  Design Load: HS 20,  Features Intersected: IVY CREEK,  Facility Carried by Structure: WESTBROOK 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: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $938,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 135516,  Location: 1.7 MI E OF SUWANEE (Lat: 34.059769,  Lng: -84.035789),  Route carried "on" structure: County highway 685,  Year Built: 1997,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 3,840 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,760 (year 2032),  Design Load: HS 20,  Features Intersected: IVY CREEK,  Facility Carried by Structure: WESTBROOK 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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: $488,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $733,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1355198,  Location: 3.3 MI S OF SUWANEE (Lat: 34.001308,  Lng: -84.074092),  Route carried "on" structure: County highway 3761,  Year Built: 2003,  Status: Open,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 7,890 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,835 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85 (SR 403),  Facility Carried by Structure: OLD PEACHTREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 7,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,749,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $5,624,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355204,  Location: 4.1 MI EAST OF SUWANEE (Lat: 34.039328,  Lng: -84.000628),  Route carried "on" structure: County highway 8361,  Year Built: 2003,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LITTLE SUWANEE CREEK,  Facility Carried by Structure: TECH CENTER PARKWA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $194,000

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Structure Number: 1355223,  Location: 2 MI EAST OF DULUTH (Lat: 33.998328,  Lng: -84.075667),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 2008,  Status: Open,  Structure Length: 3.99m (13.09ft),  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: 85 NB RAMP TO OLD PEACH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.419,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 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: October 2021,  Bridge Improvement Cost: $512,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $768,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1355224,  Location: 2 MI EAST OF DULUTH (Lat: 34.000075,  Lng: -84.075800),  Route carried "on" structure: Ramp Interstate 85,  Year Built: 2008,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 9,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SBCD 85,  Facility Carried by Structure: OLD PEACHTREE RD R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.419,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 78.0m (255.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2021,  Bridge Improvement Cost: $727,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $1,091,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1355227,  Location: 2.0 MI. EAST OF SUWANNEE (Lat: 34.047731,  Lng: -84.031406),  Route carried "on" structure: County highway 2001,  Year Built: 2004,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 45,140 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,710 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IVEY CREEK,  Facility Carried by Structure: SATELLITE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,832,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $4,248,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 135523,  Location: IN LILBURN (Lat: 33.898106,  Lng: -84.140800),  Route carried "on" structure: City street 9317,  Year Built: 2011,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 19,650 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,475 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: INDIAN TRAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $995,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,492,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355239,  Location: IN SUWANEE (Lat: 34.025142,  Lng: -84.054519),  Route carried "on" structure: County highway 2564,  Year Built: 2011,  Status: Open,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-85,  Facility Carried by Structure: MCGINNIS FERRY ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,301,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $3,451,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 135524,  Location: 1 MI SE OF SUWANEE (Lat: 34.018844,  Lng: -84.057369),  Route carried "on" structure: County highway 3779,  Year Built: 2011,  Status: Open,  Structure Length: 12.19m (39.99ft),  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: MILL CREEK,  Facility Carried by Structure: NORTHBROOK PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,415,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $3,623,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355247,  Location: SUWANNEE (Lat: 34.021567,  Lng: -84.048567),  Route carried "on" structure: County highway 2564,  Year Built: 2011,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 18,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: OUTFLOW RET. POND,  Facility Carried by Structure: MCGINNIS FERRY ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 87.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 1355264,  Location: 2.4 MI E OF SUWANEE (Lat: 34.045600,  Lng: -84.029381),  Route carried "on" structure: Interstate 85,  Year Built: 2018,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 45,600 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 61,400 (year 2038),  Design Load: HL 93,  Features Intersected: SR 419 NB (I-985)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.856,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.59m (41.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $30,562,000,  Roadway Improvement Cost: $3,056,000,  Total Project Cost: $45,843,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1355265,  Location: 2.4 MI E OF SUWANEE (Lat: 34.045417,  Lng: -84.029431),  Route carried "on" structure: Interstate 85,  Year Built: 2018,  Status: Open,  Structure Length: 10.78m (35.37ft),  Average Daily Traffic: 2,800 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,150 (year 2038),  Design Load: HL 93,  Features Intersected: SR 419 NB (I-985)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.856,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.8m (183.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.95m (42.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $31,450,000,  Roadway Improvement Cost: $3,145,000,  Total Project Cost: $47,175,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1350133,  Location: IN SOUTH SUWANNE (Lat: 34.030050,  Lng: -84.048319),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 122,500 (year 1998),  Truck Traffic: 1%,  Features Intersected: SR 317,  Facility Carried by Structure: SR 317
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 178.637,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 1355198,  Location: 3.3 MI S OF SUWANEE (Lat: 34.001308,  Lng: -84.074092),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 136,900 (year 1998),  Truck Traffic: 45%,  Features Intersected: CR 3761 OLD PEACHTREE RD,  Facility Carried by Structure: OLD PEACHTREE ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 175.419,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 1355198,  Location: 3.3 MI S OF SUWANEE (Lat: 34.001308,  Lng: -84.074092),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 136,900 (year 1998),  Truck Traffic: 40%,  Features Intersected: OLD PEACHTREE ROAD,  Facility Carried by Structure: OLD PEACHTREE ROAD
Minimum Vertical Clearance: 7.89m (25.89ft),  Kilometerpoint: 175.419,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 1355198,  Location: 3.3 MI S OF SUWANEE (Lat: 34.001308,  Lng: -84.074092),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 136,900 (year 1998),  Truck Traffic: 50%,  Features Intersected: OLD PEACHTREE RD,  Facility Carried by Structure: OLD PEACHTREE ROAD
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 175.419,  Lanes on structure: 7,  Length of Maximum Span: 0.0m

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Structure Number: 1355223,  Location: 2 MI EAST OF DULUTH (Lat: 33.998328,  Lng: -84.075667),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2004),  Features Intersected: NBCD 85
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 175.419,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1355224,  Location: 2 MI EAST OF DULUTH (Lat: 34.000075,  Lng: -84.075800),  Route carried "under" structure: Ramp Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 30,100 (year 2005),  Truck Traffic: 7%,  Features Intersected: OLD PTREE RD TO 85 SBCD,  Facility Carried by Structure: OLD PEACHTREE RD R
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 175.419,  Lanes on structure: 1,  Length of Maximum Span: 0.0m

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Structure Number: 1355239,  Location: IN SUWANEE (Lat: 34.025142,  Lng: -84.054519),  Route carried "under" structure: Interstate 85,  Structure Length: 0. m,  Average Daily Traffic: 147,000 (year 2008),  Features Intersected: MCGINNIS FERRY ROAD,  Facility Carried by Structure: MCGINNIS FERRY ROA
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 178.637,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1355264,  Location: 2.4 MI E OF SUWANEE (Lat: 34.045600,  Lng: -84.029381),  Route carried "under" structure: Interstate 985,  Structure Length: 0. m,  Average Daily Traffic: 48,200 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-85 SOUTHBOUND,  Facility Carried by Structure: I-85 SOUTHBOUND
Minimum Vertical Clearance: 6.90m (22.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 1355265,  Location: 2.4 MI E OF SUWANEE (Lat: 34.045417,  Lng: -84.029431),  Route carried "under" structure: Interstate 985,  Structure Length: 0. m,  Average Daily Traffic: 48,200 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-85 NORTHBOUND HOT LANE,  Facility Carried by Structure: I-85 NB HOT LANE
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Length of Maximum Span: 0.0m