Bridge Statistics for Madisonville, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 148ft / 44.9mTotal length
- $2,140,000Total costs
- 98,759Total average daily traffic
- 5,631Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Madisonville
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21940-1949
- 91970-1979
- 31980-1989
- 71990-1999
- 12000-2009
- 12010-2019
- 22020-2022
- Bridge Condition - Deck
- 25.0%Very good
- 12.5%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 37.5%Good
- 50.0%Satisfactory
- Bridge Condition - Substructure
- 12.5%Very good
- 25.0%Good
- 62.5%Satisfactory
- Bridge Condition - Channel
- 27.8%Very good
- 50.0%Good
- 16.7%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 26.7%Very good
- 40.0%Good
- 13.3%Satisfactory
- 13.3%Fair
- 6.7%Poor
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Structure Number: 62023440001, Location: E OF MADISONVILLE-POVO RD (Lat: 35.518983, Lng: -84.295500), Route carried "on" structure: County highway 2344, Year Built: 2021, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,422 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,275 (year 2042), Design Load: HL 93, Features Intersected: NORTH FORK NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 62023440001, Location: E OF MADISONVILLE-POVO RD (Lat: 35.518983, Lng: -84.295500), Route carried "on" structure: County highway 2344, Year Built: 2021, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,422 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,275 (year 2042), Design Load: HL 93, Features Intersected: NORTH FORK NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 62023440003, Location: E OF MADISONVILLE-POVO RD (Lat: 35.514483, Lng: -84.305033), Route carried "on" structure: County highway 2344, Year Built: 1972, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 1,422 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,016 (year 2041), Features Intersected: NORTH FORK NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.71m (2.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $14,000, Total Project Cost: $209,000 ( Estimate for 2021)
Structure Number: 62023440003, Location: E OF MADISONVILLE-POVO RD (Lat: 35.514483, Lng: -84.305033), Route carried "on" structure: County highway 2344, Year Built: 1972, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 1,422 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,016 (year 2041), Features Intersected: NORTH FORK NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.71m (2.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $14,000, Total Project Cost: $209,000 ( Estimate for 2021)
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Structure Number: 62023440005, Location: E OF MADISONVILLE-POVO RD (Lat: 35.514317, Lng: -84.310467), Route carried "on" structure: County highway 2344, Year Built: 1991, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 1,422 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,016 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.573, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $4,000, Total Project Cost: $55,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 62023440005, Location: E OF MADISONVILLE-POVO RD (Lat: 35.514317, Lng: -84.310467), Route carried "on" structure: County highway 2344, Year Built: 1991, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 1,422 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,016 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.573, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $4,000, Total Project Cost: $55,000 ( 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: 62023440007, Location: E OF MADISONVILLE-POVO RD (Lat: 35.512983, Lng: -84.315817), Route carried "on" structure: County highway 2344, Year Built: 2021, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,422 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,275 (year 2041), Design Load: HL 93, Features Intersected: NORTH FORK NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 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: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 62023440007, Location: E OF MADISONVILLE-POVO RD (Lat: 35.512983, Lng: -84.315817), Route carried "on" structure: County highway 2344, Year Built: 2021, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,422 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,275 (year 2041), Design Load: HL 93, Features Intersected: NORTH FORK NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 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: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 62023480003, Location: N OF MADISONVILLE (Lat: 35.593100, Lng: -84.327433), Route carried "on" structure: County highway 2348, Year Built: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 369 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 736 (year 2040), Design Load: HS 20, Features Intersected: BAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.391, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Good, 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 62023480003, Location: N OF MADISONVILLE (Lat: 35.593100, Lng: -84.327433), Route carried "on" structure: County highway 2348, Year Built: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 369 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 736 (year 2040), Design Load: HS 20, Features Intersected: BAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.391, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Good, 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 620A1590001, Location: W OF US411-N OF MADISONVL (Lat: 35.563033, Lng: -84.359167), Route carried "on" structure: County highway 159, Year Built: 1984, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 130 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 208 (year 2040), Design Load: HS 20, Features Intersected: BAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.278, 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: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 620A1590001, Location: W OF US411-N OF MADISONVL (Lat: 35.563033, Lng: -84.359167), Route carried "on" structure: County highway 159, Year Built: 1984, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 130 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 208 (year 2040), Design Load: HS 20, Features Intersected: BAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.278, 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: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 620A2240001, Location: BTWN US411&LAKE (Lat: 35.501467, Lng: -84.291500), Route carried "on" structure: County highway 224, Year Built: 1983, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.829, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, 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: 10.5m (34.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 620A2240001, Location: BTWN US411&LAKE (Lat: 35.501467, Lng: -84.291500), Route carried "on" structure: County highway 224, Year Built: 1983, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.829, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, 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: 10.5m (34.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 620A2330001, Location: 2.0 MI. SE MADISONVILLE (Lat: 35.490450, Lng: -84.308817), Route carried "on" structure: County highway 233, Year Built: 2011, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: HL 93, Features Intersected: NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 620A2330001, Location: 2.0 MI. SE MADISONVILLE (Lat: 35.490450, Lng: -84.308817), Route carried "on" structure: County highway 233, Year Built: 2011, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: HL 93, Features Intersected: NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 620A2650001, Location: 3.2 M N OF MT VERNON (Lat: 35.457867, Lng: -84.361350), Route carried "on" structure: County highway 265, Year Built: 2009, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.395, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 620A2650001, Location: 3.2 M N OF MT VERNON (Lat: 35.457867, Lng: -84.361350), Route carried "on" structure: County highway 265, Year Built: 2009, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.395, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 620A3630001, Location: SE OF US411-2.2 M N OF CO (Lat: 35.465217, Lng: -84.407383), Route carried "on" structure: County highway 363, Year Built: 1970, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 140 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 224 (year 2041), Features Intersected: CHESTUEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.938, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, 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: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $32,000, Total Project Cost: $467,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 620A3630001, Location: SE OF US411-2.2 M N OF CO (Lat: 35.465217, Lng: -84.407383), Route carried "on" structure: County highway 363, Year Built: 1970, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 140 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 224 (year 2041), Features Intersected: CHESTUEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.938, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, 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: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $32,000, Total Project Cost: $467,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 620A3720001, Location: .01 M SW OF SR 68 (Lat: 35.445667, Lng: -84.373700), Route carried "on" structure: County highway 372, Year Built: 1994, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 400 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 640 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County 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: 3.0m (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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 620A3720001, Location: .01 M SW OF SR 68 (Lat: 35.445667, Lng: -84.373700), Route carried "on" structure: County highway 372, Year Built: 1994, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 400 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 640 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County 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: 3.0m (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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 620A5200001, Location: SW OF MADISONVILLE (Lat: 35.487650, Lng: -84.412417), Route carried "on" structure: County highway 149, Year Built: 1999, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 80 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 128 (year 2041), Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.914, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.1m (10.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $38,000, Total Project Cost: $560,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 620A5200001, Location: SW OF MADISONVILLE (Lat: 35.487650, Lng: -84.412417), Route carried "on" structure: County highway 149, Year Built: 1999, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 80 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 128 (year 2041), Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.914, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.1m (10.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.87m (9.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $38,000, Total Project Cost: $560,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 62F00020001, Location: E OF MADISONVILLE (Lat: 35.529367, Lng: -84.317483), Route carried "on" structure: County highway 1204, Year Built: 1940, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,640 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,688 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.056, 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: 3.1m (10.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: 0.74m (2.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $8,000, Total Project Cost: $113,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 62F00020001, Location: E OF MADISONVILLE (Lat: 35.529367, Lng: -84.317483), Route carried "on" structure: County highway 1204, Year Built: 1940, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,640 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,688 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.056, 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: 3.1m (10.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: 0.74m (2.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $8,000, Total Project Cost: $113,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 62F00240003, Location: AT CO LI.-OLD ATHENS RD (Lat: 35.488167, Lng: -84.451617), Route carried "on" structure: County highway 1200, Year Built: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,568 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,256 (year 2040), Design Load: HS 20, Features Intersected: KINSER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 8.4m (27.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 62F00240003, Location: AT CO LI.-OLD ATHENS RD (Lat: 35.488167, Lng: -84.451617), Route carried "on" structure: County highway 1200, Year Built: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,568 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,256 (year 2040), Design Load: HS 20, Features Intersected: KINSER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 8.4m (27.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 62F00240005, Location: SW OF SR68-OLD ATHENS RD (Lat: 35.501133, Lng: -84.420833), Route carried "on" structure: County highway 1200, Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,568 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,256 (year 2040), Design Load: HS 20, Features Intersected: DANCING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 68.4 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 62F00240005, Location: SW OF SR68-OLD ATHENS RD (Lat: 35.501133, Lng: -84.420833), Route carried "on" structure: County highway 1200, Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,568 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,256 (year 2040), Design Load: HS 20, Features Intersected: DANCING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 68.4 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: July 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: 62S24150011, Location: BALLPLAY RD-E OF MADISONV (Lat: 35.491733, Lng: -84.306450), Route carried "on" structure: County highway 1202, Year Built: 1998, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 2,661 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,432 (year 2040), Design Load: HS 20, Features Intersected: NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.054, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 62S24150011, Location: BALLPLAY RD-E OF MADISONV (Lat: 35.491733, Lng: -84.306450), Route carried "on" structure: County highway 1202, Year Built: 1998, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 2,661 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,432 (year 2040), Design Load: HS 20, Features Intersected: NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.054, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 62S25090001, Location: N OF MADISONVILLE (Lat: 35.555883, Lng: -84.362300), Route carried "on" structure: County highway 1241, Year Built: 1941, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 4,077 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,584 (year 2040), Design Load: H 15, Features Intersected: BAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 5.8m (19.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.27m (4.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $21,000, Total Project Cost: $308,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 62S25090001, Location: N OF MADISONVILLE (Lat: 35.555883, Lng: -84.362300), Route carried "on" structure: County highway 1241, Year Built: 1941, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 4,077 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,584 (year 2040), Design Load: H 15, Features Intersected: BAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 5.8m (19.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.27m (4.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $21,000, Total Project Cost: $308,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 62SR0330001, Location: IN MADISONVILLE (Lat: 35.519717, Lng: -84.360533), Route carried "on" structure: City street 1210, Year Built: 1930, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 3,937 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,848 (year 2040), Design Load: H 15, Features Intersected: MADISONVILLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.9m (32.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: 0.74m (2.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $6,000, Total Project Cost: $80,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 62SR0330001, Location: IN MADISONVILLE (Lat: 35.519717, Lng: -84.360533), Route carried "on" structure: City street 1210, Year Built: 1930, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 3,937 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,848 (year 2040), Design Load: H 15, Features Intersected: MADISONVILLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.9m (32.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: 0.74m (2.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $6,000, Total Project Cost: $80,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 62SR0330005, Location: IN MADISONVILLE (Lat: 35.509083, Lng: -84.371700), Route carried "on" structure: State highway 33, Year Built: 1975, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 6,867 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,232 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 33 RL / SR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.868, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.1 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 62SR0330005, Location: IN MADISONVILLE (Lat: 35.509083, Lng: -84.371700), Route carried "on" structure: State highway 33, Year Built: 1975, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 6,867 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,232 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 33 RL / SR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.868, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.1 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 62SR0330006, Location: IN MADISONVILLE (Lat: 35.509283, Lng: -84.371850), Route carried "on" structure: State highway 33, Year Built: 1975, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 6,867 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,232 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 33 LL / SR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.868, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.7 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 62SR0330006, Location: IN MADISONVILLE (Lat: 35.509283, Lng: -84.371850), Route carried "on" structure: State highway 33, Year Built: 1975, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 6,867 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,232 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 33 LL / SR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.868, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 47.7 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 62SR0330007, Location: IN MADISONVILLE (Lat: 35.522033, Lng: -84.353683), Route carried "on" structure: County highway 1210, Year Built: 1974, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 3,937 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,299 (year 2041), Design Load: HS 20, Features Intersected: SR 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 33.4 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: 24.3 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 62SR0330007, Location: IN MADISONVILLE (Lat: 35.522033, Lng: -84.353683), Route carried "on" structure: County highway 1210, Year Built: 1974, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 3,937 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,299 (year 2041), Design Load: HS 20, Features Intersected: SR 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 33.4 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: 24.3 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 62SR0680007, Location: 10 MI.NW.OF TELLICO (Lat: 35.450400, Lng: -84.377283), Route carried "on" structure: State highway 68, Year Built: 1993, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,970 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,352 (year 2041), Design Load: HS 20, Features Intersected: NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $24,000, Total Project Cost: $346,000 ( Estimate for 2021)
Structure Number: 62SR0680007, Location: 10 MI.NW.OF TELLICO (Lat: 35.450400, Lng: -84.377283), Route carried "on" structure: State highway 68, Year Built: 1993, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,970 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,352 (year 2041), Design Load: HS 20, Features Intersected: NOTCHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $24,000, Total Project Cost: $346,000 ( Estimate for 2021)
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Structure Number: 62SR0680019, Location: NEAR MADISONVILLE (Lat: 35.514033, Lng: -84.374550), Route carried "on" structure: State highway 68, Year Built: 1970, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 10,492 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,787 (year 2041), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.006, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 62SR0680019, Location: NEAR MADISONVILLE (Lat: 35.514033, Lng: -84.374550), Route carried "on" structure: State highway 68, Year Built: 1970, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 10,492 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,787 (year 2041), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.006, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 620A5170001, Location: SW OF MADISONVILLE (Lat: 35.477033, Lng: -84.421617), Route carried "under" structure: County highway 517, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 430 (year 2022), Truck Traffic: 2%, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CSX RR 347818H
Minimum Vertical Clearance: 3.15m (10.33ft), Kilometerpoint: 2.589, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 4.6m (15.1ft)
Structure Number: 620A5170001, Location: SW OF MADISONVILLE (Lat: 35.477033, Lng: -84.421617), Route carried "under" structure: County highway 517, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 430 (year 2022), Truck Traffic: 2%, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CSX RR 347818H
Minimum Vertical Clearance: 3.15m (10.33ft), Kilometerpoint: 2.589, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 4.6m (15.1ft)
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Structure Number: 62SR0330005, Location: IN MADISONVILLE (Lat: 35.342483, Lng: -84.371433), Route carried "under" structure: State highway 68, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 11,832 (year 2020), Truck Traffic: 4%, Features Intersected: SR 33 / SR 68, Facility Carried by Structure: FAP 33 RL
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 19.634, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 62SR0330005, Location: IN MADISONVILLE (Lat: 35.342483, Lng: -84.371433), Route carried "under" structure: State highway 68, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 11,832 (year 2020), Truck Traffic: 4%, Features Intersected: SR 33 / SR 68, Facility Carried by Structure: FAP 33 RL
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 19.634, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 62SR0330006, Location: IN MADISONVILLE (Lat: 35.509483, Lng: -84.371600), Route carried "under" structure: State highway 68, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 11,973 (year 2020), Truck Traffic: 4%, Features Intersected: SR 33 LL / SR 68, Facility Carried by Structure: FAP 33 LL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 19.658, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 62SR0330006, Location: IN MADISONVILLE (Lat: 35.509483, Lng: -84.371600), Route carried "under" structure: State highway 68, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 11,973 (year 2020), Truck Traffic: 4%, Features Intersected: SR 33 LL / SR 68, Facility Carried by Structure: FAP 33 LL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 19.658, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 62SR0330007, Location: IN MADISONVILLE (Lat: 35.522083, Lng: -84.353400), Route carried "under" structure: County highway 33, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 14,953 (year 2020), Truck Traffic: 9%, Features Intersected: NFA 1210, Facility Carried by Structure: NFA 1210
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 11.121, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 62SR0330007, Location: IN MADISONVILLE (Lat: 35.522083, Lng: -84.353400), Route carried "under" structure: County highway 33, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 14,953 (year 2020), Truck Traffic: 9%, Features Intersected: NFA 1210, Facility Carried by Structure: NFA 1210
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 11.121, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.2m (108.9ft)