Bridge Statistics for Wartburg, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 177ft / 53.6mTotal length
- $2,483,000Total costs
- 44,956Total average daily traffic
- 3,471Total average daily truck traffic
- 71,594Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wartburg
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11940-1949
- 21970-1979
- 61980-1989
- 21990-1999
- 32000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- Bridge Condition - Superstructure
- 40.0%Very good
- 30.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 20.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 25.0%Good
- 15.0%Satisfactory
- 30.0%Fair
- 5.0%Poor
- Bridge Condition - Culverts
- 27.3%Very good
- 27.3%Good
- 27.3%Satisfactory
- 18.2%Fair
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Structure Number: 65023860001, Location: W OF US27-1 M N OF WARTBG (Lat: 36.113000, Lng: -84.615117), Route carried "on" structure: County highway 2386, Year Built: 1984, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,178 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,344 (year 2041), Design Load: HS 20+Mod, Features Intersected: EMORY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 65023860001, Location: W OF US27-1 M N OF WARTBG (Lat: 36.113000, Lng: -84.615117), Route carried "on" structure: County highway 2386, Year Built: 1984, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,178 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,344 (year 2041), Design Load: HS 20+Mod, Features Intersected: EMORY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 65023880001, Location: E OF US27-2 M N OF WARTBG (Lat: 36.137033, Lng: -84.594833), Route carried "on" structure: County highway 2388, Year Built: 1945, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 391 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 528 (year 2041), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 52.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $7,000, Total Project Cost: $100,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 65023880001, Location: E OF US27-2 M N OF WARTBG (Lat: 36.137033, Lng: -84.594833), Route carried "on" structure: County highway 2388, Year Built: 1945, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 391 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 528 (year 2041), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 52.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $7,000, Total Project Cost: $100,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 65023880003, Location: 3.5 M N OF WARTBURG (Lat: 36.151167, Lng: -84.575117), Route carried "on" structure: County highway 2388, Year Built: 2007, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 391 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 528 (year 2041), Design Load: HS 20+Mod, Features Intersected: EMORY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 65023880003, Location: 3.5 M N OF WARTBURG (Lat: 36.151167, Lng: -84.575117), Route carried "on" structure: County highway 2388, Year Built: 2007, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 391 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 528 (year 2041), Design Load: HS 20+Mod, Features Intersected: EMORY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 650A0620001, Location: 1.4 M SE OF US27-SR62 JCT (Lat: 36.082017, Lng: -84.576133), Route carried "on" structure: County highway 62, Year Built: 1998, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 340 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 544 (year 2039), Design Load: HS 20, Features Intersected: CROOKED FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.338, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 650A0620001, Location: 1.4 M SE OF US27-SR62 JCT (Lat: 36.082017, Lng: -84.576133), Route carried "on" structure: County highway 62, Year Built: 1998, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 340 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 544 (year 2039), Design Load: HS 20, Features Intersected: CROOKED FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.338, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 650A1520001, Location: W OFF US27 NEAR LANCING (Lat: 36.142067, Lng: -84.634367), Route carried "on" structure: County highway 152, Year Built: 1994, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2039), Design Load: HS 20, Features Intersected: SCUTCHEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, 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: 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 650A1520001, Location: W OFF US27 NEAR LANCING (Lat: 36.142067, Lng: -84.634367), Route carried "on" structure: County highway 152, Year Built: 1994, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2039), Design Load: HS 20, Features Intersected: SCUTCHEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, 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: 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 650A2510001, Location: 3 M N OF US27 @ WARTBURG (Lat: 36.149300, Lng: -84.596417), Route carried "on" structure: County highway 251, Year Built: 1988, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 160 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 20, Features Intersected: EMORY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $22,000, Total Project Cost: $323,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 650A2510001, Location: 3 M N OF US27 @ WARTBURG (Lat: 36.149300, Lng: -84.596417), Route carried "on" structure: County highway 251, Year Built: 1988, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 160 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 256 (year 2041), Design Load: HS 20, Features Intersected: EMORY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $22,000, Total Project Cost: $323,000 ( Estimate for 2021), 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: 650A2530001, Location: N OF WARTBURG-E OF US27 (Lat: 36.160350, Lng: -84.584700), Route carried "on" structure: County highway 253, Year Built: 1985, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Features Intersected: GREASY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.040, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 9.2m (30.2ft)
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: 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: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 650A2530001, Location: N OF WARTBURG-E OF US27 (Lat: 36.160350, Lng: -84.584700), Route carried "on" structure: County highway 253, Year Built: 1985, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Features Intersected: GREASY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.040, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 9.2m (30.2ft)
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: 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: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 650A2610001, Location: E JUST OUTSIDE WARTBURG (Lat: 36.107283, Lng: -84.571517), Route carried "on" structure: County highway 261, Year Built: 1971, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 170 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 272 (year 2041), Design Load: H 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.5 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $194,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 650A2610001, Location: E JUST OUTSIDE WARTBURG (Lat: 36.107283, Lng: -84.571517), Route carried "on" structure: County highway 261, Year Built: 1971, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 170 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 272 (year 2041), Design Load: H 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.5 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $194,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 650A3370001, Location: 1.2 M S OF WARTBURG (Lat: 36.091267, Lng: -84.570417), Route carried "on" structure: County highway 337, Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 290 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 464 (year 2041), Design Load: HS 20+Mod, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, 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: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 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: Monolithic Concrete
Structure Number: 650A3370001, Location: 1.2 M S OF WARTBURG (Lat: 36.091267, Lng: -84.570417), Route carried "on" structure: County highway 337, Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 290 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 464 (year 2041), Design Load: HS 20+Mod, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, 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: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 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: Monolithic Concrete
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Structure Number: 650A3370003, Location: BTWN SR62&US27-E OF WARTB (Lat: 36.091933, Lng: -84.558067), Route carried "on" structure: County highway 337, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 370 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 592 (year 2041), Design Load: HS 20+Mod, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County 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: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.3 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: 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
Structure Number: 650A3370003, Location: BTWN SR62&US27-E OF WARTB (Lat: 36.091933, Lng: -84.558067), Route carried "on" structure: County highway 337, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 370 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 592 (year 2041), Design Load: HS 20+Mod, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County 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: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.3 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: 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: 650A3380001, Location: S OF SR62 E OF WARTBURG (Lat: 36.081733, Lng: -84.539783), Route carried "on" structure: County highway 338, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 910 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,456 (year 2041), Design Load: HS 20, Features Intersected: CROOKED FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.378, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 650A3380001, Location: S OF SR62 E OF WARTBURG (Lat: 36.081733, Lng: -84.539783), Route carried "on" structure: County highway 338, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 910 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,456 (year 2041), Design Load: HS 20, Features Intersected: CROOKED FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.378, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 650A4150001, Location: VANDERPOOL RD (Lat: 36.138450, Lng: -84.629900), Route carried "on" structure: County highway 461, Year Built: 2012, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2039), Design Load: HS 20+Mod, Features Intersected: SCUTCHEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), 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: 5.6m (18.4ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 45.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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
Structure Number: 650A4150001, Location: VANDERPOOL RD (Lat: 36.138450, Lng: -84.629900), Route carried "on" structure: County highway 461, Year Built: 2012, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 16 (year 2039), Design Load: HS 20+Mod, Features Intersected: SCUTCHEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), 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: 5.6m (18.4ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 45.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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
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Structure Number: 65SR0290015, Location: 2.24 MI.S.OF WARTBURG (Lat: 36.084867, Lng: -84.554900), Route carried "on" structure: US 27, Year Built: 1928, Year Reconstructed: 1964, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 3,951 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,322 (year 2041), Design Load: H 15, Features Intersected: CROOKED FORK CREEK, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.243, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,084,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,627,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 65SR0290015, Location: 2.24 MI.S.OF WARTBURG (Lat: 36.084867, Lng: -84.554900), Route carried "on" structure: US 27, Year Built: 1928, Year Reconstructed: 1964, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 3,951 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 6,322 (year 2041), Design Load: H 15, Features Intersected: CROOKED FORK CREEK, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.243, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,084,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,627,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 65SR0290017, Location: OLD SR29 - N OF WARTBURG (Lat: 36.117733, Lng: -84.608050), Route carried "on" structure: County highway 490, Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 130 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 208 (year 2041), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.629, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 30.6 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000 ( Estimate for 2021)
Structure Number: 65SR0290017, Location: OLD SR29 - N OF WARTBURG (Lat: 36.117733, Lng: -84.608050), Route carried "on" structure: County highway 490, Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 130 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 208 (year 2041), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.629, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 30.6 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000 ( Estimate for 2021)
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Structure Number: 65SR0290021, Location: 2 MI.N.OF WARTBURG (Lat: 36.139000, Lng: -84.629100), Route carried "on" structure: US 27, Year Built: 1928, Year Reconstructed: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,994 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 7,990 (year 2041), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.609, 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 65SR0290021, Location: 2 MI.N.OF WARTBURG (Lat: 36.139000, Lng: -84.629100), Route carried "on" structure: US 27, Year Built: 1928, Year Reconstructed: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,994 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 7,990 (year 2041), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.609, 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: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 65SR0290035, Location: 2 M SE OF WARTBURG (Lat: 36.128467, Lng: -84.615700), Route carried "on" structure: US 27, Year Built: 1977, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 5,423 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,677 (year 2041), Design Load: H 20, Features Intersected: EMORY RIVER, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.903, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 65SR0290035, Location: 2 M SE OF WARTBURG (Lat: 36.128467, Lng: -84.615700), Route carried "on" structure: US 27, Year Built: 1977, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 5,423 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 8,677 (year 2041), Design Load: H 20, Features Intersected: EMORY RIVER, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.903, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 65SR0620005, Location: .22 MI.N.OF WARTBURG (Lat: 36.133950, Lng: -84.625217), Route carried "on" structure: State highway 62, Year Built: 2004, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,278 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,045 (year 2041), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.107, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 65SR0620005, Location: .22 MI.N.OF WARTBURG (Lat: 36.133950, Lng: -84.625217), Route carried "on" structure: State highway 62, Year Built: 2004, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,278 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,045 (year 2041), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.107, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 65SR0620007, Location: .34 MI.SE.OF WARTBURG (Lat: 36.100717, Lng: -84.565567), Route carried "on" structure: State highway 62, Year Built: 2011, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,082 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,931 (year 2041), Design Load: HL 93, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.456, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.7m (127.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 38.1m (125.0ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 65SR0620007, Location: .34 MI.SE.OF WARTBURG (Lat: 36.100717, Lng: -84.565567), Route carried "on" structure: State highway 62, Year Built: 2011, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,082 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,931 (year 2041), Design Load: HL 93, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.456, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.7m (127.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 38.1m (125.0ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 65SR0620009, Location: 1.57 MI.N.OF WARTBURG (Lat: 36.093467, Lng: -84.545817), Route carried "on" structure: State highway 62, Year Built: 2011, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 7,275 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,640 (year 2041), Design Load: HL 93, Features Intersected: FLAT FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 65SR0620009, Location: 1.57 MI.N.OF WARTBURG (Lat: 36.093467, Lng: -84.545817), Route carried "on" structure: State highway 62, Year Built: 2011, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 7,275 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,640 (year 2041), Design Load: HL 93, Features Intersected: FLAT FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 65SR0620011, Location: 2.49 N.OF WARTBURG (Lat: 36.087567, Lng: -84.530850), Route carried "on" structure: State highway 62, Year Built: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,275 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,640 (year 2041), Design Load: HS 20, Features Intersected: TAYLOR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.916, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 53.0m (173.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 65SR0620011, Location: 2.49 N.OF WARTBURG (Lat: 36.087567, Lng: -84.530850), Route carried "on" structure: State highway 62, Year Built: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,275 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,640 (year 2041), Design Load: HS 20, Features Intersected: TAYLOR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.916, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 53.0m (173.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 65SR0620027, Location: NEAR WARTBURG (Lat: 36.121983, Lng: -84.652833), Route carried "on" structure: State highway 62, Year Built: 2003, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 1,278 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,045 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.194, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 65SR0620027, Location: NEAR WARTBURG (Lat: 36.121983, Lng: -84.652833), Route carried "on" structure: State highway 62, Year Built: 2003, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 1,278 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,045 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.194, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing