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

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Structure Number: 30025210001,  Location: SW OF TUSCULUM (Lat: 36.155267,  Lng: -82.766950),  Route carried "on" structure: County highway 2521,  Year Built: 1984,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,181 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,890 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HOLLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.543,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $383,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 30025210003,  Location: IN TUSCULUM-SW OF 11E&107 (Lat: 36.170383,  Lng: -82.761783),  Route carried "on" structure: City street 2521,  Year Built: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,181 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,890 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: COLLEGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.2 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,  Waterway Adequacy: Equal to 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: Monolithic Concrete

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Structure Number: 30025270001,  Location: 1.5 M N OF 11E AT TUSCULN (Lat: 36.203267,  Lng: -82.744083),  Route carried "on" structure: County highway 2527,  Year Built: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 475 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: HS 20,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.036,  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: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  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: Meets minimum limits,  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: Monolithic Concrete

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Structure Number: 30025800001,  Location: 1.1 M SE OF SR350-SR351 J (Lat: 36.094383,  Lng: -82.760600),  Route carried "on" structure: County highway 2580,  Year Built: 1987,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,291 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,816 (year 2039),  Design Load: HS 20,  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.091,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 61.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 30025800003,  Location: 1.6 M SE OF SR250-SR351 J (Lat: 36.097017,  Lng: -82.746283),  Route carried "on" structure: County highway 2580,  Year Built: 1987,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,291 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,066 (year 2042),  Design Load: HS 20,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.611,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 61.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 30025820001,  Location: 2.4 M E OF SR350-SR351 JC (Lat: 36.107117,  Lng: -82.729667),  Route carried "on" structure: County highway 2582,  Year Built: 1984,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 322 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 608 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: JENNINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 30025820003,  Location: 2.5 M E OF SR350-SR351 JC (Lat: 36.107650,  Lng: -82.728283),  Route carried "on" structure: County highway 2582,  Year Built: 1984,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 322 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 608 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: JENNINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 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: 30025840001,  Location: .8 SSW OF SR107-SR351 JCT (Lat: 36.142250,  Lng: -82.725233),  Route carried "on" structure: County highway 2584,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,634 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,614 (year 2042),  Design Load: HS 20,  Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 61.2 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 300A0330001,  Location: 3 M S OF US11E-SR351 JCT (Lat: 36.185800,  Lng: -82.709917),  Route carried "on" structure: County highway 33,  Year Built: 1962,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 16 (year 2042),  Features Intersected: RIPLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.230,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $169,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 300A4730001,  Location: .5 M N OF 11E AT TUSCULUM (Lat: 36.193783,  Lng: -82.745533),  Route carried "on" structure: City street 473,  Year Built: 1970,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 720 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,152 (year 2042),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $881,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $1,322,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300A4730003,  Location: .8 M N OF 11E-AT TUSCULUM (Lat: 36.197917,  Lng: -82.741483),  Route carried "on" structure: County highway 473,  Year Built: 1984,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 320 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 512 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.5 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 300A4860001,  Location: IN TUSCULUM-S OF SR 107 (Lat: 36.170750,  Lng: -82.763850),  Route carried "on" structure: City street 486,  Year Built: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 280 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 448 (year 2039),  Design Load: HS 20,  Features Intersected: COLLEGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.114,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Fair,  Culverts: 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 300A4880001,  Location: IN TUSCULUM - SE OF SR 34 (Lat: 36.178583,  Lng: -82.766467),  Route carried "on" structure: City street 488,  Year Built: 2008,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 250 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 400 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FRANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 300A5000001,  Location: JUST SE OF TUSCULUM (Lat: 36.157633,  Lng: -82.744933),  Route carried "on" structure: County highway 500,  Year Built: 1984,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 170 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 272 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: COLLEGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.265,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300A5000003,  Location: JUST E OF TUSCULUM (Lat: 36.163083,  Lng: -82.747383),  Route carried "on" structure: County highway 500,  Year Built: 1945,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 240 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 384 (year 2041),  Design Load: H 20,  Features Intersected: COLLEGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.586,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 21.4 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: 16.5 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $101,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 300A5130001,  Location: JUST E OF TUSCULUM (Lat: 36.182667,  Lng: -82.734283),  Route carried "on" structure: County highway 513,  Year Built: 1910,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 520 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 832 (year 2042),  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.696,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.93m (3.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $238,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 300A5170001,  Location: N OF SR107-E OF GREENV'L (Lat: 36.173017,  Lng: -82.719583),  Route carried "on" structure: County highway 517,  Year Built: 2008,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 140 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 224 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.465,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.3m (17.4ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 300A5180001,  Location: 1.5 M NW OF SR107-SR351 J (Lat: 36.174100,  Lng: -82.722300),  Route carried "on" structure: County highway 518,  Year Built: 1984,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 290 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 464 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.085,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than 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: Febuary 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: 300A5520001,  Location: N OF SR107-BTN SR351 JCTS (Lat: 36.162933,  Lng: -82.704067),  Route carried "on" structure: County highway 552,  Year Built: 2001,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 180 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 288 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.094,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.7 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300A5540001,  Location: N OF SR107-BTN SR351 JCTS (Lat: 36.162117,  Lng: -82.701017),  Route carried "on" structure: County highway 554,  Year Built: 1975,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 370 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 592 (year 2041),  Design Load: H 15,  Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.994,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $137,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 300A5630001,  Location: N OF SR107-.9 M W OF CO L (Lat: 36.163033,  Lng: -82.663100),  Route carried "on" structure: County highway 563,  Year Built: 2000,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 250 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 400 (year 2041),  Design Load: HS 15,  Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.411,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $98,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 300A6170001,  Location: 2 M NE OF SR350-SR351 JCT (Lat: 36.117283,  Lng: -82.741783),  Route carried "on" structure: County highway 617,  Year Built: 1985,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 170 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 272 (year 2042),  Design Load: HS 20,  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Owner: County 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: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 71.3 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 300A6170003,  Location: 2 M NE OF SR350-SR351 JCT (Lat: 36.127183,  Lng: -82.743300),  Route carried "on" structure: County highway 617,  Year Built: 2002,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 170 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 272 (year 2041),  Design Load: HS 20,  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.687,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 300A6180001,  Location: 2 M NE OF SR350-SR351 JCT (Lat: 36.115117,  Lng: -82.737367),  Route carried "on" structure: County highway 618,  Year Built: 1986,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 80 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 128 (year 2042),  Design Load: HS 20,  Features Intersected: WATER FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.152,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: 300A7770001,  Location: 2.5 M S OF TUSCULUM (Lat: 36.139817,  Lng: -82.761500),  Route carried "on" structure: County highway 777,  Year Built: 1992,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 80 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 128 (year 2039),  Design Load: H 15,  Features Intersected: HOLLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.5 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: Equal to 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: Monolithic Concrete

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Structure Number: 300A7780001,  Location: 1.9 M S OF TUSCULUM (Lat: 36.148667,  Lng: -82.765183),  Route carried "on" structure: County highway 778,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 60 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 96 (year 2042),  Design Load: H 15,  Features Intersected: HOLLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.508,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 32.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  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: 300B5000001,  Location: E OFF 11E-NE OF TUSCULUM (Lat: 36.202017,  Lng: -82.716933),  Route carried "on" structure: County highway 424,  Year Built: 1950,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,380 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,808 (year 2041),  Design Load: HS 20,  Features Intersected: RIPLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.203,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 38.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 300B5000003,  Location: E OFF 11E-NE OF TUSCULUM (Lat: 36.203333,  Lng: -82.713333),  Route carried "on" structure: County highway 424,  Year Built: 1950,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,380 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,808 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.565,  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: 4.6m (15.1ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 83.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 30S23910001,  Location: 1.8 M S OF SR107 (Lat: 36.159900,  Lng: -82.679383),  Route carried "on" structure: County highway 351,  Year Built: 1986,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 1,278 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,416 (year 2040),  Design Load: HS 20,  Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.712,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.6 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30S23910003,  Location: 2.0 M N OF SR34 (Lat: 36.204700,  Lng: -82.682733),  Route carried "on" structure: County highway 351,  Year Built: 1994,  Status: Open,  Structure Length: 12.47m (40.91ft),  Average Daily Traffic: 1,278 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,045 (year 2041),  Design Load: HS 20,  Features Intersected: NOLICHUCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.023,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 72.9 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: Somewhat better than minimum adequacy,  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: Febuary 2022,  Underwater Inspection Date: September 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 30S23910005,  Location: 0.4 MI. N. OF NOLICHUCKY (Lat: 36.209500,  Lng: -82.687433),  Route carried "on" structure: County highway 351,  Year Built: 1985,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,278 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,416 (year 2040),  Design Load: HS 20,  Features Intersected: RHEATOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.723,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 30S23920009,  Location: 2.5 M S OF TUSCULUM (Lat: 36.118683,  Lng: -82.756883),  Route carried "on" structure: County highway 351,  Year Built: 1960,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 3,374 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,398 (year 2041),  Design Load: HS 20,  Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.036,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.6 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: 44.7 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $463,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $695,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30S23920011,  Location: 1.3 M NW OF TUSCULUM (Lat: 36.145633,  Lng: -82.729967),  Route carried "on" structure: County highway 351,  Year Built: 1960,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,374 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,632 (year 2040),  Design Load: HS 20,  Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.946,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: January 2022

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Structure Number: 30SR0340017,  Location: .9 M SW OF TUSCULUM (Lat: 36.186867,  Lng: -82.736833),  Route carried "on" structure: US 11,  Year Built: 1978,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 22,718 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,888 (year 2040),  Design Load: HS 20,  Features Intersected: SINKING CREEK,  Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.440,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $814,000 ( Estimate for 2020)

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Structure Number: 30SR0340019,  Location: 3 M SW OF TUSCULUM (Lat: 36.193850,  Lng: -82.725717),  Route carried "on" structure: US 11,  Year Built: 1971,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 22,718 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,888 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: FAP 34 731259S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.663,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30SR034002,  Location: 3 M SW OF TUSCULUM (Lat: 36.193750,  Lng: -82.726133),  Route carried "on" structure: US 11,  Year Built: 1971,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 22,718 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,888 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: FAP 34 731259S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.663,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30SR0340021,  Location: 2 M NW OF FAIRVIEW (Lat: 36.203117,  Lng: -82.718433),  Route carried "on" structure: US 11,  Year Built: 1980,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 22,718 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,888 (year 2040),  Design Load: HS 20,  Features Intersected: RIPLEY CREEK,  Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.886,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 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: January 2022

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Structure Number: 30SR1070007,  Location: 1.3 M W OF TUSCULUM (Lat: 36.156900,  Lng: -82.726200),  Route carried "on" structure: State highway 107,  Year Built: 1951,  Year Reconstructed: 1986,  Status: Posted for load,  Structure Length: 17.92m (58.79ft),  Average Daily Traffic: 9,918 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,869 (year 2041),  Design Load: H 20,  Features Intersected: NOLICHUCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.358,  Lanes on structure: 2,  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: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 23.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.92m (58.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $1,373,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,060,000 ( 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: 30SR1070011,  Location: IN CITY OF TUSCULUM (Lat: 36.175117,  Lng: -82.765733),  Route carried "on" structure: City street 5389,  Year Built: 2005,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 4,837 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,739 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FRANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30SR1070013,  Location: .4 M N OF SR70 (Lat: 36.169617,  Lng: -82.740217),  Route carried "on" structure: County highway 107,  Year Built: 2000,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 9,918 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,840 (year 2040),  Design Load: HS 20,  Features Intersected: MOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.443,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $403,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $605,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 300A5150001,  Location: .7 M E OF 11E NEAR AFTON (Lat: 36.198600,  Lng: -82.709800),  Route carried "under" structure: City street 515,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 180 (year 2022),  Truck Traffic: 2%,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: SOU RWY 731245J
Minimum Vertical Clearance: 8.10m (26.57ft),  Kilometerpoint: 4.896,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 30SR1070015,  Location: IN DOWNTOWN TUSCULUM (Lat: 36.183333,  Lng: -82.750000),  Route carried "under" structure: State highway 107,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 6,934 (year 2020),  Truck Traffic: 4%,  Features Intersected: PEDESTRAIN WALKWAY,  Facility Carried by Structure: PED WALKWAY
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 17.510,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Frame,  Length of Maximum Span: 29.5m (96.8ft)