Bridge Statistics for Caryville, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 7024250001,  Location: W OF I75-S OFF SR63 (Lat: 36.392083,  Lng: -84.279100),  Route carried "on" structure: County highway 2425,  Year Built: 2021,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 367 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 528 (year 2041),  Design Load: HL 93,  Features Intersected: TITUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.827,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7024250003,  Location: W OF I75-3 M S OF SR63 (Lat: 36.352567,  Lng: -84.261717),  Route carried "on" structure: County highway 2425,  Year Built: 1922,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 367 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 528 (year 2040),  Design Load: H 15,  Features Intersected: COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.918,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $364,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7024250005,  Location: W OF I75-N OF CARYVILLE (Lat: 36.328650,  Lng: -84.245333),  Route carried "on" structure: County highway 2425,  Year Built: 1926,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 367 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 528 (year 2040),  Features Intersected: COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.764,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $368,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7024250007,  Location: W OF I75-N OF CARYVILLE (Lat: 36.320617,  Lng: -84.242850),  Route carried "on" structure: County highway 2425,  Year Built: 1922,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 367 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 528 (year 2040),  Design Load: H 15,  Features Intersected: COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $334,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 70A0310001,  Location: IN CARYVILLE-N OF I75 (Lat: 36.306833,  Lng: -84.226367),  Route carried "on" structure: County highway 31,  Year Built: 1996,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 510 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 816 (year 2040),  Design Load: HS 20,  Features Intersected: COVE CREEK (CLSP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 70A0330001,  Location: IN CARRYVILLE-N OFF US25W (Lat: 36.315417,  Lng: -84.205167),  Route carried "on" structure: City street 33,  Year Built: 1988,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,660 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,256 (year 2040),  Design Load: HS 20,  Features Intersected: DOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.132,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 70A0330003,  Location: IN CARRYVILLE-E OF I75 (Lat: 36.323950,  Lng: -84.221167),  Route carried "on" structure: City street 33,  Year Built: 1984,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 250 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 400 (year 2040),  Design Load: HS 20,  Features Intersected: BRUCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.184,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 70A0620001,  Location: 1.8 M W OF I75-SR63 EXIT (Lat: 36.369278,  Lng: -84.273722),  Route carried "on" structure: County highway 62,  Year Built: 2000,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 30 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 48 (year 2040),  Design Load: HS 20,  Features Intersected: COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.011,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 70A0650001,  Location: 2 M NW OF I75-SR63 EXIT (Lat: 36.396317,  Lng: -84.273700),  Route carried "on" structure: County highway 65,  Year Built: 1983,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 30 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 48 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TITUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.731,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 70A0660001,  Location: 1 M NW OF I75-SR63 EXIT (Lat: 36.383850,  Lng: -84.262933),  Route carried "on" structure: County highway 66,  Year Built: 1983,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 16 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TITUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.093,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 70A2490001,  Location: 1.5 MI NW OF I75 EX 144 (Lat: 36.430000,  Lng: -84.263333),  Route carried "on" structure: ServiceOther road 249,  Year Built: 2021,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 20 (year 2022),  Average Future Daily Traffic: 32 (year 2042),  Features Intersected: BIG BRANCH,  Facility Carried by Structure: LOG TRUCKING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 20,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 70A4840009,  Location: NEAR I75 (Lat: 36.268350,  Lng: -84.191517),  Route carried "on" structure: State highway 116,  Year Built: 1974,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 3,096 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,024 (year 2039),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.651,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $432,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $649,000 ( Estimate for 2019),  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: 70A4840013,  Location: 2.5 M NW OF CARYVILLE (Lat: 36.274167,  Lng: -84.201267),  Route carried "on" structure: State highway 116,  Year Built: 1935,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,170 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,248 (year 2039),  Design Load: H 15,  Features Intersected: TUNNEL HOLLOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.858,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 70A4870005,  Location: IN VASPER (Lat: 36.271633,  Lng: -84.195667),  Route carried "on" structure: County highway 487,  Year Built: 2013,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 170 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 272 (year 2040),  Design Load: HL 93,  Features Intersected: SIDE SLOPE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 7I00750007,  Location: 2.76 M.FROM ANDERSON CO.L (Lat: 36.272000,  Lng: -84.199117),  Route carried "on" structure: Interstate 75,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 39,534 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 72,368 (year 2039),  Design Load: HS 20,  Features Intersected: FRONTAGE ROAD & SOU RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.313,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7I00750008,  Location: 2.76 M.FROM ANDERSON CO.L (Lat: 36.272000,  Lng: -84.199450),  Route carried "on" structure: Interstate 75,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 39,534 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 72,368 (year 2039),  Design Load: HS 20,  Features Intersected: FRONTAGE ROAD & SOU RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.313,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7I00750009,  Location: NEAR CARYVILLE (Lat: 36.298883,  Lng: -84.216383),  Route carried "on" structure: US 25,  Year Built: 1964,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 27,174 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,568 (year 2039),  Design Load: HS 20,  Features Intersected: I75,  Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.030,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.68m (21.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $831,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,247,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7I0075001,  Location: NEAR CARYVILLE (Lat: 36.298750,  Lng: -84.216300),  Route carried "on" structure: US 25,  Year Built: 1964,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 27,174 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,568 (year 2039),  Design Load: HS 20,  Features Intersected: I75,  Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.030,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.68m (21.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $831,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,247,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7I00750013,  Location: 5.64 M.FROM ANDERSON CO.L (Lat: 36.305983,  Lng: -84.225967),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 31,892 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 51,027 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NFA A031
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.964,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $925,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,388,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7I00750014,  Location: 5.64 M.FROM ANDERSON CO.L (Lat: 36.305817,  Lng: -84.225967),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 31,892 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 51,027 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NFA A031
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.964,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $925,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,388,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7I00750015,  Location: 5.8 FROM ANDERSON CO. LI. (Lat: 36.306617,  Lng: -84.228583),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 31,892 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 55,184 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.222,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7I00750016,  Location: 5.8 M FROM ANDERSON CO LI (Lat: 36.306500,  Lng: -84.228733),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 31,892 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 55,184 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.222,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7I00750017,  Location: 11.29M FROM ANDERSON CO.L (Lat: 36.378317,  Lng: -84.245433),  Route carried "on" structure: Interstate 75,  Year Built: 2017,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 31,892 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 55,184 (year 2039),  Design Load: HL 93,  Features Intersected: SR63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.089,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 40.6m (133.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  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: 7I00750019,  Location: EXIT 3.5 M N OF SR63 EXIT (Lat: 36.416750,  Lng: -84.282400),  Route carried "on" structure: County highway 1280,  Year Built: 1965,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 779 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: H 20,  Features Intersected: I75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.329,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7S25260011,  Location: W OF I75-JUST N OF SR63 (Lat: 36.401317,  Lng: -84.277833),  Route carried "on" structure: County highway 1280,  Year Built: 1993,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 144 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 368 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.306,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $71,000 ( Estimate for 2021),  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: 7SR0090001,  Location: 1.9 M SE OF SR90 (Lat: 36.551167,  Lng: -84.067233),  Route carried "on" structure: State highway 9,  Year Built: 1929,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 851 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,552 (year 2039),  Design Load: H 15,  Features Intersected: NO BUSINESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $227,000 ( Estimate for 2019)

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Structure Number: 7SR0090023,  Location: E. OF I75 (Lat: 36.310467,  Lng: -84.210067),  Route carried "on" structure: US 25,  Year Built: 1968,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 27,174 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,568 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COVE LAKE,  Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.453,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7SR0090024,  Location: E. OF I75 (Lat: 36.310367,  Lng: -84.209883),  Route carried "on" structure: US 25,  Year Built: 1968,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 27,174 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,568 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: COVE LAKE,  Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.453,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7SR0090025,  Location: 2 M W OF CARYVILLE (Lat: 36.304350,  Lng: -84.211450),  Route carried "on" structure: US 25,  Year Built: 1968,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 27,174 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,568 (year 2039),  Design Load: HS 20,  Features Intersected: COVE LAKE,  Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.161,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.97m (16.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2019,  Bridge Improvement Cost: $1,936,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $2,905,000 ( Estimate for 2019),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7024250009,  Location: W OF I75-N OF CARYVILLE (Lat: 36.320533,  Lng: -84.241917),  Route carried "under" structure: County highway 2425,  Year Built: 1920,  Structure Length: 0. m,  Average Daily Traffic: 367 (year 2020),  Truck Traffic: 3%,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 3.637,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 70A4840011,  Location: NEAR I75 (Lat: 36.272333,  Lng: -84.198450),  Route carried "under" structure: State highway 116,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 3,096 (year 2020),  Truck Traffic: 4%,  Features Intersected: SOUTHERN RAILWAY/SR116
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 5.520,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 7I00750007,  Location: 2.7 M N OF ANDERSON CO LN (Lat: 36.272133,  Lng: -84.199383),  Route carried "under" structure: County highway 492,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75 RT LN,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.187,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 7I00750008,  Location: 2.7 M N OF ANDERSON CO LN (Lat: 36.272083,  Lng: -84.199883),  Route carried "under" structure: County highway 492,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75 LF LN,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.154,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 7I00750009,  Location: NEAR CARYVILLE TN (Lat: 36.298900,  Lng: -84.216733),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 31,892 (year 2020),  Truck Traffic: 37%,  Features Intersected: SR 9 (SBL),  Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 7.773,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 7I0075001,  Location: NEAR CARYVILLE TN (Lat: 36.298767,  Lng: -84.216667),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 39,534 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR 9 (NBL),  Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 7.757,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 7I00750013,  Location: AT CARYVILLE (Lat: 36.306017,  Lng: -84.226167),  Route carried "under" structure: County highway 31,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75 RT LN,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.040,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 7I00750014,  Location: AT CARYVILLE (Lat: 36.305783,  Lng: -84.226150),  Route carried "under" structure: County highway 31,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75 LF LN,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.024,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 7I00750017,  Location: NEAR LAFOLLETTE TENN. (Lat: 36.378433,  Lng: -84.247850),  Route carried "under" structure: State highway 63,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 7,507 (year 2020),  Truck Traffic: 4%,  Features Intersected: I75,  Facility Carried by Structure: I75
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 10.493,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 7I00750019,  Location: NEAR CARYVILLE TN (Lat: 36.416633,  Lng: -84.282600),  Route carried "under" structure: Interstate 75,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,206 (year 2020),  Truck Traffic: 47%,  Features Intersected: NFA 1280,  Facility Carried by Structure: NFA 1280
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 23.754,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.5m (27.9ft)