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

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Structure Number: 18008840001,  Location: CITY OF CRAB ORCHARD (Lat: 35.923567,  Lng: -84.871233),  Route carried "on" structure: City street 884,  Year Built: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 211 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 912 (year 2040),  Design Load: HS 20,  Features Intersected: BAKERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.430,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: May 2020

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Structure Number: 180A2130001,  Location: SOUTH OF US70 (Lat: 35.870667,  Lng: -84.804333),  Route carried "on" structure: County highway 213,  Year Built: 1993,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 60 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 96 (year 2040),  Design Load: HS 20,  Features Intersected: FALL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.254,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 180A2340001,  Location: CITY OF CRAB ORCHARD (Lat: 35.927006,  Lng: -84.876022),  Route carried "on" structure: City street 234,  Year Built: 1976,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 559 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 894 (year 2040),  Design Load: H 15,  Features Intersected: DADDY'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.121,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 25.2 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 180A3130001,  Location: SOUTH OF I40 (Lat: 35.932150,  Lng: -84.951300),  Route carried "on" structure: County highway 313,  Year Built: 1985,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 470 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 752 (year 2040),  Design Load: HS 20,  Features Intersected: BYRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.242,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Fair,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 18F00130001,  Location: SOUTH OF I40 (Lat: 35.923417,  Lng: -84.935667),  Route carried "on" structure: County highway 1168,  Year Built: 1934,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 460 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 912 (year 2040),  Design Load: H 15,  Features Intersected: BYRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.083,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $323,000 ( Estimate for 2020)

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Structure Number: 18I00400001,  Location: PUTNAM-CUMBERLAND CO.LN. (Lat: 36.093167,  Lng: -85.235167),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 29,996 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 47,994 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 26.6 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: 12.3 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: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.27m (30.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,040,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $3,061,000 ( Estimate for 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: 18I00400031,  Location: 1.8 MI FROM SR1 (Lat: 35.925717,  Lng: -84.914917),  Route carried "on" structure: Interstate 40,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 28,806 (year 2020),  Truck Traffic: 47%,  Average Future Daily Traffic: 46,090 (year 2042),  Design Load: HS 20,  Features Intersected: DADDYS CREEK & NFA A244
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.017,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 26.9 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: 20.7 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.09m (33.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,524,000,  Roadway Improvement Cost: $253,000,  Total Project Cost: $3,787,000 ( Estimate for 2022),  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: 18I00400032,  Location: 1.8 MI FROM SR1 (Lat: 35.925383,  Lng: -84.913800),  Route carried "on" structure: Interstate 40,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 28,806 (year 2020),  Truck Traffic: 47%,  Average Future Daily Traffic: 46,090 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DADDYS CREEK & NFA A244
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.017,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

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: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.09m (33.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,412,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $3,619,000 ( Estimate for 2022),  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: 18I00400033,  Location: .1MI FROM SR1 (Lat: 35.911667,  Lng: -84.893333),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 28,806 (year 2020),  Truck Traffic: 47%,  Average Future Daily Traffic: 46,090 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NFA A244
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.496,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18I00400034,  Location: .1 MI FROM SR1 (Lat: 35.911667,  Lng: -84.893333),  Route carried "on" structure: Interstate 40,  Year Built: 1966,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 28,806 (year 2020),  Truck Traffic: 47%,  Average Future Daily Traffic: 46,090 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NFA A244
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.496,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 45.0 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: 27.5 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18I00400035,  Location: 1 MI FROM COX VALLEY RD (Lat: 35.910000,  Lng: -84.890000),  Route carried "on" structure: Interstate 40,  Year Built: 1966,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 28,806 (year 2020),  Truck Traffic: 47%,  Average Future Daily Traffic: 46,090 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.866,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 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: 18.1 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,092,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $1,639,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18I00400036,  Location: 1 MI FROM COX VALLEY DR (Lat: 35.910000,  Lng: -84.890000),  Route carried "on" structure: Interstate 40,  Year Built: 1966,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 28,806 (year 2020),  Truck Traffic: 47%,  Average Future Daily Traffic: 46,090 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.866,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  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 minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18I00400037,  Location: 1.1 MI FROM SR1 (Lat: 35.905250,  Lng: -84.876617),  Route carried "on" structure: City street 884,  Year Built: 2006,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 1,865 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,984 (year 2041),  Design Load: HS 20,  Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 18I00400039,  Location: 29.65 MI POST 334 (Lat: 35.901533,  Lng: -84.861650),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 13.69m (44.91ft),  Average Daily Traffic: 28,092 (year 2020),  Truck Traffic: 59%,  Average Future Daily Traffic: 44,947 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR 1 & SOU RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.618,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 31.1 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: 24.0 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: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 18I0040004,  Location: 29.65 MI POST 334 (Lat: 35.901883,  Lng: -84.861733),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 28,092 (year 2020),  Truck Traffic: 59%,  Average Future Daily Traffic: 44,947 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SR 1 & SOU RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.570,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 31.1 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: 24.0 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: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 18I00400043,  Location: 28.66 MI POST 333 (Lat: 35.883667,  Lng: -84.807833),  Route carried "on" structure: Interstate 40,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 28,092 (year 2020),  Truck Traffic: 59%,  Average Future Daily Traffic: 44,947 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.816,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $355,000 ( Estimate for 2021)

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Structure Number: 18I00400045,  Location: .19 MI FROM SR1 (Lat: 35.884289,  Lng: -84.811181),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 28,092 (year 2020),  Truck Traffic: 59%,  Average Future Daily Traffic: 44,947 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NFA A212
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.977,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 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: 23.3 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18I00400046,  Location: .19 MI FROM SR1 (Lat: 35.884500,  Lng: -84.811281),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 28,092 (year 2020),  Truck Traffic: 59%,  Average Future Daily Traffic: 44,947 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NFA A212
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.977,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.6 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: 25.9 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: Equal to present minimum 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18I00400047,  Location: 3 MI FROM SR1 (Lat: 35.890167,  Lng: -84.791167),  Route carried "on" structure: Interstate 40,  Year Built: 1966,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 28,092 (year 2020),  Truck Traffic: 59%,  Average Future Daily Traffic: 44,947 (year 2041),  Design Load: HS 20,  Features Intersected: MILLSTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.795,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 54.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $370,000 ( Estimate for 2021)

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Structure Number: 18SR0010007,  Location: 12 MI. NW.OF ROANE CO. (Lat: 35.919169,  Lng: -84.919569),  Route carried "on" structure: US 70,  Year Built: 2013,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 2,291 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,666 (year 2042),  Design Load: HL 93,  Features Intersected: DADDYS CREEK,  Facility Carried by Structure: FAS 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.325,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 18SR0010009,  Location: 7 MI. NW. OF ROANE CO. (Lat: 35.887531,  Lng: -84.840331),  Route carried "on" structure: US 70,  Year Built: 1929,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,760 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,816 (year 2042),  Design Load: HS 20,  Features Intersected: RENFROE CREEK,  Facility Carried by Structure: FAS 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.919,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.0 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: 25.6 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $380,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $571,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18SR0010011,  Location: 5 MI.NW. OF ROANE CO. (Lat: 35.881850,  Lng: -84.809833),  Route carried "on" structure: US 70,  Year Built: 1926,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,760 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,816 (year 2042),  Design Load: HS 20,  Features Intersected: FALL CREEK,  Facility Carried by Structure: FAS 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.251,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $713,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18SR0680001,  Location: 3 MI.S. OF HOMESTEAD (Lat: 35.890361,  Lng: -84.937650),  Route carried "on" structure: State highway 68,  Year Built: 1997,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 4,779 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,544 (year 2040),  Design Load: HS 20,  Features Intersected: DADDYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.230,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  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: 18SR0680003,  Location: 7 MI.SE.OF HOMESTEAD (Lat: 35.842867,  Lng: -84.917967),  Route carried "on" structure: State highway 68,  Year Built: 1952,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 3,035 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,272 (year 2040),  Design Load: H 15,  Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.249,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $772,000 ( Estimate for 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: 18SR0680005,  Location: 4 MI. NORTH OF RHEA CO. (Lat: 35.837667,  Lng: -84.917333),  Route carried "on" structure: State highway 68,  Year Built: 1951,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.61m (8.56ft),  Average Daily Traffic: 3,035 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,272 (year 2040),  Design Load: HS 20,  Features Intersected: GRASSY COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.475,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.61m (8.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $304,000 ( Estimate for 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: 18SR0680007,  Location: 5.5 MI.N. OF RHEA CO. (Lat: 35.834333,  Lng: -84.909167),  Route carried "on" structure: State highway 68,  Year Built: 1951,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 3,035 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,272 (year 2040),  Design Load: H 15,  Features Intersected: GRASSY COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.134,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $203,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $305,000 ( Estimate for 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: 180A2190001,  Location: NEAR OZONE (Lat: 35.882100,  Lng: -84.810133),  Route carried "under" structure: County highway 219,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 1,310 (year 2022),  Truck Traffic: 5%,  Features Intersected: FRANKLIN IND MINERALS,  Facility Carried by Structure: SOU RWY (846763A)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.064,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 4.8m (15.7ft)

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Structure Number: 18I00400031,  Location: IN CRAB ORCHARD (Lat: 35.925000,  Lng: -84.915000),  Route carried "under" structure: City street 244,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2022),  Truck Traffic: 2%,  Features Intersected: I40 EBL,  Facility Carried by Structure: I40 EBL
Minimum Vertical Clearance: 7.65m (25.10ft),  Kilometerpoint: 4.085,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 18I00400032,  Location: IN CRAB ORCHARD (Lat: 35.925000,  Lng: -84.915000),  Route carried "under" structure: City street 244,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2022),  Truck Traffic: 2%,  Features Intersected: I40 WBL,  Facility Carried by Structure: I40 WBL
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 4.130,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 18I00400033,  Location: IN CRAB ORCHARD (Lat: 35.911917,  Lng: -84.893333),  Route carried "under" structure: City street 244,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2022),  Truck Traffic: 2%,  Features Intersected: I40 EBL,  Facility Carried by Structure: I40 EBL
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.471,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 18I00400034,  Location: IN CRAB ORCHARD (Lat: 35.912183,  Lng: -84.892883),  Route carried "under" structure: City street 244,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2022),  Truck Traffic: 2%,  Features Intersected: I40 WBL,  Facility Carried by Structure: I40 EBL
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 18I00400035,  Location: NEAR CROSSVILLE TENN. (Lat: 35.910000,  Lng: -84.890000),  Route carried "under" structure: US 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,996 (year 2020),  Truck Traffic: 5%,  Features Intersected: I40,  Facility Carried by Structure: I40 EBL
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 38.576,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 18I00400036,  Location: NEAR CROSSVILLE TN (Lat: 35.910000,  Lng: -84.890000),  Route carried "under" structure: US 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,996 (year 2020),  Truck Traffic: 5%,  Features Intersected: I40,  Facility Carried by Structure: I40 WBL
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 38.608,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 18I00400037,  Location: IN CRAB ORCHARD TENN. (Lat: 35.905250,  Lng: -84.876617),  Route carried "under" structure: Interstate 40,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 28,092 (year 2020),  Truck Traffic: 47%,  Features Intersected: NFA 884,  Facility Carried by Structure: NFA 884 (SA 1809)
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 40.218,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 18I00400039,  Location: NEAR CROSSVILLE TN (Lat: 35.901533,  Lng: -84.861650),  Route carried "under" structure: State highway 1,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,760 (year 2020),  Truck Traffic: 5%,  Features Intersected: I40,  Facility Carried by Structure: I40
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 41.360,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 18I0040004,  Location: NEAR CROSSVILLE TENN. (Lat: 35.900000,  Lng: -84.861667),  Route carried "under" structure: State highway 1,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,760 (year 2020),  Truck Traffic: 5%,  Features Intersected: I40,  Facility Carried by Structure: I40
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 41.312,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 18I00400045,  Location: .1 MI FROM SR 1 (Lat: 35.883333,  Lng: -84.811667),  Route carried "under" structure: County highway 212,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2022),  Truck Traffic: 2%,  Features Intersected: I40 EBL,  Facility Carried by Structure: I40 EBL
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 18I00400046,  Location: .1 MI FROM SR 1 (Lat: 35.883333,  Lng: -84.811667),  Route carried "under" structure: County highway 212,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2022),  Truck Traffic: 2%,  Features Intersected: I40 WBL,  Facility Carried by Structure: I40 WBL
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.343,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.6m (38.1ft)