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

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Structure Number: 670055,  Location: IN WEST SMYRNA (Lat: 33.879578,  Lng: -84.532928),  Route carried "on" structure: State highway 280,  Year Built: 1944,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 26,790 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,185 (year 2032),  Design Load: H 15,  Features Intersected: E FORK NICKAJACK CRK,  Facility Carried by Structure: SOUTH COBB DRIVE
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: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $288,000

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Structure Number: 670167,  Location: IN EAST SMYRNA (Lat: 33.880347,  Lng: -84.509128),  Route carried "on" structure: City street 9036,  Year Built: 1967,  Status: Posted for load,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 27,770 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,655 (year 2032),  Design Load: HS 20,  Features Intersected: CSX RAILROAD (340375A),  Facility Carried by Structure: SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,322,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,984,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 67509,  Location: 3 MI SE OF SMYRNA (Lat: 33.839100,  Lng: -84.507400),  Route carried "on" structure: City street 1897,  Year Built: 1978,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: ABANDONED R/R,  Facility Carried by Structure: CAMP HIGHLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.28m (141.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $586,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675152,  Location: IN SE SMYRNA (Lat: 33.842289,  Lng: -84.512439),  Route carried "on" structure: County highway 5300,  Year Built: 1986,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20,  Features Intersected: NICKAJACK CREEK TRIB,  Facility Carried by Structure: LAUREL BRIDGE DRIV
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: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 675175,  Location: 1 MILES WEST OF SMYRNA (Lat: 33.877914,  Lng: -84.539547),  Route carried "on" structure: City street 1741,  Year Built: 1997,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: HS 20,  Features Intersected: E FORK NICKAJACK CREEK,  Facility Carried by Structure: OLD CONCORD 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: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.3 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.45m (135.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $363,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675182,  Location: 3.1 S OF SMYRNA (Lat: 33.838469,  Lng: -84.514547),  Route carried "on" structure: City street 2835,  Year Built: 1997,  Status: Open,  Structure Length: 21.58m (70.80ft),  Average Daily Traffic: 28,820 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,230 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LAUREL LAKE TRIB.,  Facility Carried by Structure: EAST-WEST CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: $4,275,000,  Roadway Improvement Cost: $428,000,  Total Project Cost: $6,413,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675183,  Location: 3.1 MILES SOUTH OF SMYRNA (Lat: 33.839333,  Lng: -84.508242),  Route carried "on" structure: City street 2835,  Year Built: 1997,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 28,820 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,230 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED RAILROAD,  Facility Carried by Structure: EAST-WEST CONNECTO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $725,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,087,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 675235,  Location: IN CITY LIMITS OF SMYRNA (Lat: 33.886819,  Lng: -84.547100),  Route carried "on" structure: City street 5111,  Year Built: 1972,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,895 (year 2032),  Design Load: H 15,  Features Intersected: NICKAJACK CREEK,  Facility Carried by Structure: VINEYARD WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2021,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 675329,  Location: 3 MI SE OF SMYRNA (Lat: 33.855003,  Lng: -84.483331),  Route carried "on" structure: County highway 1921,  Year Built: 2016,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 240 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 360 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-285,  Facility Carried by Structure: ORCHARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $16,132,000,  Roadway Improvement Cost: $1,613,000,  Total Project Cost: $24,198,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1110001,  Location: 7 MI NW OF BLUE RIDGE (Lat: 34.895578,  Lng: -84.437478),  Route carried "on" structure: County highway 271,  Year Built: 1974,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,280 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,920 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FIGHTINGTOWN CREEK,  Facility Carried by Structure: OLD SR 2 / HWY 2
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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  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: Superior 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: $176,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $264,000

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Structure Number: 1110003,  Location: 2 MI N OF BLUE RIDGE (Lat: 34.889989,  Lng: -84.346500),  Route carried "on" structure: State highway 5,  Year Built: 1954,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 12,210 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,315 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $170,000

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Structure Number: 1110004,  Location: 1.5 MI N OF BLUE RIDGE (Lat: 34.885828,  Lng: -84.335989),  Route carried "on" structure: State highway 5,  Year Built: 1953,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 12,210 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,315 (year 2032),  Design Load: H 15,  Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  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: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 1110005,  Location: BLUE RIDGE - NORTHSIDE (Lat: 34.874258,  Lng: -84.318508),  Route carried "on" structure: US 76,  Year Built: 1981,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 20,170 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,255 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CS 103 (ADA ST)- CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,524,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $2,286,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1110006,  Location: BLUE RIDGE - NORTHSIDE (Lat: 34.874478,  Lng: -84.318339),  Route carried "on" structure: US 76,  Year Built: 1981,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 10,630 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,945 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CS 103 (ADA ST)- CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,524,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $2,286,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1110007,  Location: 1.5 MI NE OF BLUE RIDGE (Lat: 34.876419,  Lng: -84.300297),  Route carried "on" structure: US 76,  Year Built: 1981,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 18,700 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,050 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $525,000

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Structure Number: 1110008,  Location: 2.5 MI NE OF BLUE RIDGE (Lat: 34.889089,  Lng: -84.286858),  Route carried "on" structure: US 76,  Year Built: 1981,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 18,700 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,050 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TOCCOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 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: 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: December 2021,  Bridge Improvement Cost: $1,348,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,022,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1110009,  Location: 2.5 MI NE OF BLUE RIDGE (Lat: 34.889239,  Lng: -84.286978),  Route carried "on" structure: US 76,  Year Built: 1981,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 18,700 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,050 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TOCCOA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.9 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: 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: December 2021,  Bridge Improvement Cost: $1,348,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $2,022,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1110015,  Location: 3.5 MI SW OF BLUE RIDGE (Lat: 34.826639,  Lng: -84.356428),  Route carried "on" structure: US 76,  Year Built: 1966,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 13,750 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,625 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CHERRY LOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $290,000

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Structure Number: 1110016,  Location: BLUE RIDGE - WESTSIDE (Lat: 34.852069,  Lng: -84.336939),  Route carried "on" structure: US 76,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 13,170 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,755 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD (340791C)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,705,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $2,557,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1110027,  Location: 0.5 MI N OF BLUE RIDGE (Lat: 34.874989,  Lng: -84.312389),  Route carried "on" structure: County highway 87,  Year Built: 1981,  Status: Open,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 515 (US 76),  Facility Carried by Structure: WINDY RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1110032,  Location: 3 MI SE OF BLUE RIDGE (Lat: 34.831839,  Lng: -84.299658),  Route carried "on" structure: County highway 810,  Year Built: 1970,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,760 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,640 (year 2032),  Design Load: H 15,  Features Intersected: STILL HOUSE BRANCH,  Facility Carried by Structure: ASKA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $234,000

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Structure Number: 1110033,  Location: 2.5 MI SE OF BLUE RIDGE (Lat: 34.838569,  Lng: -84.297808),  Route carried "on" structure: County highway 810,  Year Built: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,760 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,640 (year 2032),  Design Load: H 15,  Features Intersected: STILL HOUSE BRANCH,  Facility Carried by Structure: ASKA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $193,000

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Structure Number: 1110034,  Location: 2 MI SE OF BLUE RIDGE (Lat: 34.844250,  Lng: -84.300808),  Route carried "on" structure: County highway 222,  Year Built: 1970,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,760 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,640 (year 2032),  Design Load: H 15,  Features Intersected: STILL HOUSE BRANCH,  Facility Carried by Structure: ASKA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  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: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: $152,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $229,000

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Structure Number: 1110035,  Location: 1.5 MI SE OF BLUE RIDGE (Lat: 34.859439,  Lng: -84.302219),  Route carried "on" structure: County highway 810,  Year Built: 1970,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,500 (year 2032),  Design Load: H 15,  Features Intersected: WEAVER CREEK,  Facility Carried by Structure: ASKA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: $180,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $270,000

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Structure Number: 1110036,  Location: 1 MI E OF BLUE RIDGE (Lat: 34.872739,  Lng: -84.302078),  Route carried "on" structure: County highway 810,  Year Built: 1980,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: Superior 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: $141,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $211,000

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Structure Number: 1110042,  Location: 1.5 MI NW OF BLUE RIDGE (Lat: 34.879689,  Lng: -84.346458),  Route carried "on" structure: County highway 1008,  Year Built: 1960,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,080 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,120 (year 2032),  Design Load: H 15,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: SUGAR CREEK 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: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  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: 1115022,  Location: 2.9 MI W OF MORGANTON (Lat: 34.881758,  Lng: -84.295408),  Route carried "on" structure: County highway 89,  Year Built: 1988,  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: HS 20+Mod,  Features Intersected: WEAVER CREEK,  Facility Carried by Structure: McKINNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000

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Structure Number: 1115027,  Location: 2.2 MI NW OF BLUE RIDGE (Lat: 34.886369,  Lng: -84.352439),  Route carried "on" structure: County highway 112,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE SUGAR CREEK,  Facility Carried by Structure: SCENIC DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  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: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000

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Structure Number: 1115061,  Location: 4 MI W OF BLUE RIDGE (Lat: 34.874989,  Lng: -84.393669),  Route carried "on" structure: County highway 277,  Year Built: 1997,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FIGHTINGTOWN CREEK,  Facility Carried by Structure: LAURAL CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $387,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1115063,  Location: 2.3 MI N OF BLUE RIDGE (Lat: 34.897750,  Lng: -84.334678),  Route carried "on" structure: County highway 230,  Year Built: 1997,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 130 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 195 (year 2032),  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: WATKINS 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: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to 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: October 2021,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $182,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1115069,  Location: 2.3 MI N OF BLUE RIDGE (Lat: 34.897128,  Lng: -84.336339),  Route carried "on" structure: County highway 108,  Year Built: 2000,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: GEORGE CURTIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.6 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1115074,  Location: 1.6 MI E OF BLUE RIDGE (Lat: 34.864628,  Lng: -84.296839),  Route carried "on" structure: County highway 310,  Year Built: 2003,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: HS 20,  Features Intersected: WEAVER CREEK,  Facility Carried by Structure: TANGLEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $124,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1115075,  Location: 1.8 MI E OF BLUE RIDGE (Lat: 34.861289,  Lng: -84.299097),  Route carried "on" structure: County highway 310,  Year Built: 2003,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: HS 20,  Features Intersected: WEAVER CREEK TRIB,  Facility Carried by Structure: TANGLEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $124,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1115084,  Location: 2 MI N OF BLUE RIDGE (Lat: 34.900344,  Lng: -84.346086),  Route carried "on" structure: County highway 99999,  Year Built: 2006,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,992 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,491 (year 2032),  Design Load: HS 15,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: WINDING DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.7m (15.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.2 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $13,320,000,  Roadway Improvement Cost: $1,332,000,  Total Project Cost: $19,980,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45048003.5,  Location: 3 MI EAST of Blue Ridge (Lat: 34.881667,  Lng: -84.281667),  Route carried "on" structure: County highway 256,  Year Built: 1994,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 2,130 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,400 (year 2041),  Design Load: HS 20,  Features Intersected: BLUE RIDGE DAM AUX SPILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.633,  Lanes on structure: 2,  Owner: Tennessee Valley Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11100810F01775N,  Location: 3 MI EAST BLUE RIDGE (Lat: 34.881667,  Lng: -84.281667),  Route carried "on" structure: County highway 256,  Year Built: 1930,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 2,130 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,400 (year 2041),  Design Load: HS 20,  Features Intersected: BLUE RIDGE DAM SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Tennessee Valley Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 670179,  Location: 2.4 MILES SOUTH OF SMYRNA (Lat: 33.844372,  Lng: -84.529650),  Route carried "under" structure: City street 9003,  Structure Length: 0. m,  Average Daily Traffic: 5,600 (year 2012),  Truck Traffic: 1%,  Features Intersected: M9003 COOPER LAKE RD,  Facility Carried by Structure: SILVER COMET TRAIL
Minimum Vertical Clearance: 7.41m (24.31ft),  Kilometerpoint: 8.047,  Length of Maximum Span: 0.0m

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Structure Number: 670199,  Location: 0.7 MILE NORTH OF SMYRNA (Lat: 33.894439,  Lng: -84.520078),  Route carried "under" structure: City street 9001,  Structure Length: 0. m,  Average Daily Traffic: 28,280 (year 2012),  Truck Traffic: 1%,  Features Intersected: WINDY HILL ROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 6.437,  Length of Maximum Span: 0.0m

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Structure Number: 675256,  Location: IN SMYRNA CITY LIMITS (Lat: 33.883278,  Lng: -84.483069),  Route carried "under" structure: City street 9036,  Structure Length: 0. m,  Average Daily Traffic: 33,640 (year 2011),  Truck Traffic: 1%,  Features Intersected: SPRING ROAD,  Facility Carried by Structure: PED OVERPASS
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 14.484,  Length of Maximum Span: 0.0m

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Structure Number: 675306,  Location: 1.7 NORTH OF SMYRNA (Lat: 33.906817,  Lng: -84.527600),  Route carried "under" structure: ServiceCity street 1129,  Structure Length: 0. m,  Average Daily Traffic: 2,847 (year 2010),  Truck Traffic: 1%,  Features Intersected: GEORGE MCMILLAN,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 675329,  Location: 3 MI SE OF SMYRNA (Lat: 33.855003,  Lng: -84.483331),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 156,200 (year 2010),  Truck Traffic: 1%,  Features Intersected: CR 1921 ORCHARD ROAD,  Facility Carried by Structure: ORCHARD ROAD
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 27.359,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 675353,  Location: 3.5 MILES EAST OF SMYRNA (Lat: 33.887381,  Lng: -84.469281),  Route carried "under" structure: County highway 3243,  Structure Length: 0. m,  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Features Intersected: CIRCLE 75 PARKWAY,  Facility Carried by Structure: CIRCLE 75 PARKWAY
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 675354,  Location: 4 MILES EAST OF SMYRNA (Lat: 33.885567,  Lng: -84.467781),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 1998),  Truck Traffic: 1%,  Features Intersected: SUN TRUST PARK,  Facility Carried by Structure: SUN TRUST PARK
Minimum Vertical Clearance: 11.40m (37.40ft),  Kilometerpoint: 32.187,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 675354,  Location: 4 MILES EAST OF SMYRNA (Lat: 33.885567,  Lng: -84.467781),  Route carried "under" structure: Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 166,600 (year 1998),  Truck Traffic: 1%,  Features Intersected: SUN TRUST PARK,  Facility Carried by Structure: SUN TRUST PARK
Minimum Vertical Clearance: 10.66m (34.97ft),  Kilometerpoint: 30.578,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 675354,  Location: 4 MILES EAST OF SMYRNA (Lat: 33.885567,  Lng: -84.467781),  Route carried "under" structure: US 41,  Structure Length: 0. m,  Average Daily Traffic: 48,200 (year 1998),  Truck Traffic: 10%,  Features Intersected: SUN TRUST PARK,  Facility Carried by Structure: SUN TRUST PARK
Minimum Vertical Clearance: 11.91m (39.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 675354,  Location: 4 MILES EAST OF SMYRNA (Lat: 33.885567,  Lng: -84.467781),  Route carried "under" structure: Ramp Interstate 285,  Structure Length: 0. m,  Average Daily Traffic: 157,800 (year 1988),  Truck Traffic: 1%,  Features Intersected: SUN TRUST PARK,  Facility Carried by Structure: SUN TRUST PARK
Minimum Vertical Clearance: 10.43m (34.22ft),  Kilometerpoint: 30.578,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 675354,  Location: 4 MILES EAST OF SMYRNA (Lat: 33.885567,  Lng: -84.467781),  Route carried "under" structure: Business County highway 9156,  Structure Length: 0. m,  Features Intersected: SUN TRUST PARK,  Facility Carried by Structure: SUN TRUST PARK
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 675355,  Location: 3.5 MILES EAST OF SMYRNA (Lat: 33.893097,  Lng: -84.466631),  Route carried "under" structure: County highway 3243,  Structure Length: 0. m,  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Features Intersected: WINDY RIDGE PKWY,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 1.609,  Length of Maximum Span: 0.0m

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Structure Number: 675356,  Location: 3.5 MILES EAST OF SMYRNA (Lat: 33.893531,  Lng: -84.466597),  Route carried "under" structure: County highway 3243,  Structure Length: 0. m,  Average Daily Traffic: 1,930 (year 2012),  Truck Traffic: 1%,  Features Intersected: CIRCLE 75 PARKWAY,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 1.609,  Length of Maximum Span: 0.0m

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Structure Number: 675364,  Location: 1.8 SOUTH OF MARIETTA (Lat: 33.928758,  Lng: -84.555242),  Route carried "under" structure: City street 10820,  Structure Length: 0. m,  Average Daily Traffic: 33,640 (year 2011),  Features Intersected: SANDTOWN ROAD,  Facility Carried by Structure: PED OVERPASS
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Length of Maximum Span: 0.0m

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Structure Number: 1110005,  Location: BLUE RIDGE - NORTHSIDE (Lat: 34.874258,  Lng: -84.318508),  Route carried "under" structure: City street 103,  Structure Length: 0. m,  Average Daily Traffic: 430 (year 2010),  Truck Traffic: 1%,  Features Intersected: SR - 515 NBL (US 76),  Facility Carried by Structure: SR 515 -US 76 - (N
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1110006,  Location: BLUE RIDGE - NORTHSIDE (Lat: 34.874478,  Lng: -84.318339),  Route carried "under" structure: City street 103,  Structure Length: 0. m,  Average Daily Traffic: 430 (year 2010),  Truck Traffic: 1%,  Features Intersected: SR - 515 SBL (US 76),  Facility Carried by Structure: SR 515 -US 76 - (S
Minimum Vertical Clearance: 7.03m (23.06ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1110027,  Location: 0.5 MI N OF BLUE RIDGE (Lat: 34.874989,  Lng: -84.312389),  Route carried "under" structure: US 76,  Structure Length: 0. m,  Average Daily Traffic: 13,200 (year 2012),  Truck Traffic: 1%,  Features Intersected: CR 87 WINDY RIDGE ROAD,  Facility Carried by Structure: WINDY RIDGE ROAD
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Length of Maximum Span: 0.0m